JBSA-L_ATCT_CertifiedFinal_DemoDwgs_20200521.pdf

Jacobs Engineering Group Inc.

777 Main Street, Fort Worth, TX 76102 USA

TRUE NORTH

PRIME CONSULTANT

PROJECT LOCATION

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US Army Corps of Engineers

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US Army Corps of Engineers ®

SOLICITATION NO.:

ISSUE DATE:

JEG Proj. No. WFXO2003

VICINITY MAP

DEMOLITION OF EXISTING AIR TRAFFIC CONTROL

FACILITIES, B1160 (ATC TOWER) AND B1161

(ADMIN/TRAINING)

PROJECT NUMBER: KELL123018

JOINT BASE SAN ANTONIO (JBSA) -

LACKLAND KELLY FIELD ANNEX, TEXAS

CERTIFIED FINAL DESIGN

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FORT WORTH DISTRICT

W9126G-17-D-0007

21 MAY 2020

SHEET INDEX

NO NAME

CIVIL

C-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

CD102 DEMOLITION PLAN

CS102 SITE PLAN

CG102 GRADING PLAN

CS500 SITE DETAILS

CS501 SITE DETAILS

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-100 HAUL ROUTE

GC101 EROSION CONTROL PLAN

GC500 EROSION CONTROL DETAIL

LANDSCAPE

L-101 LANDSCAPING PLAN

SURVEY/MAPPING

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SOLICITATION NO.: W9126G-20-B-0040

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HAUL ROUTE

A1

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GENERAL NOTES

LEGEND

A ALL GRUBBING AND CLEARING RESIDUE,

DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED BY THIS PROJECT SHALL BE HANDLED

IN ACCORDANCE WITH THE SPECIFICATIONS.

TWO WAY HAUL ROUTE

PROJECT SITE

STAGING AREA

B CONTRACTOR SHALL ENSURE DOMINGUEZ STREET,

FRANK ANDREWS ROAD, AND ACCESS TO FIRE

STATION REMAIN CLEAR AT ALL TIMES. CLOSURE OF

THESE ROADS OR STAGING WITHIN THEM IS NOT

PERMITTED.

C CONTRACTOR HAS 4 OPTIONS FOR THE PURPOSES

OF LAYDOWN AND STAGING. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER THE

AVAILABILITY AND USE OF THESE LOCATIONS. THE

CONTRACTOR IS ALSO RESPONSIBLE FOR

RETURNING THE STAGING AREA TO EQUAL OR

BETTER CONDITIONS.

BILLY MITCHELL RD

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STAGING

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DEPARTMENT

SECURITY/ ID

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05/21/2020

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GC101

G C

GENERAL NOTES

LEGEND

A ALL CATCH BASINS SHALL HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

SF

B REFER TO ARCHITECTURE PLANS FOR BUILDING

DIMENSION.

BENCHMARKS

" IRON ROD WITH RED PLASTIC CAP STAMPED

"JACOBS RANDOM"

ELEV. 676.330' N: 13689821.151 E: 2099648.676

BOX CUT WITH X CUT IN CONCRETE SET

ELEV. 674.370' N: 13689741.397 E: 2100119.271

LIMITS OF CONSTRUCTION

LOC

STONE CONSTRUCTION ENTRANCE

CATCH BASIN

EXISTING CATCH BASIN

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCE, RE: A1/GC500

INLET PROTECTION, RE: A6/GC500

CB

CP #1

CP #5

C SITE WILL BE IN OCCUPIED AND IN USE DURING

CONSTRUCTION. BE CAUTIOUS OF PEDESTRIAN

TRAFFIC AND POVS.

SD

SILT DIKE, RE: D8/GC500

FLOW ARROW

EXISTING FLOW ARROW

SCALE

EROSION CONTROL PLAN

A1

1" = 20'

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AIR TRAFFIC

CONTROL TOWER

FFE: 677.00'

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05/21/2020

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GC500

G C

PLAN

GC500 GC500

SECTION

NTS

GC500

DIRECTION

OF FLOW

DIRECTION

OF FLOW

REBAR STAKE FOR EROSION

CONTROL FILTER SOCK

LAP DETAIL

PLANSECTION

RUNOFF

INLET

WASHRACK

70' MINIMUM

M

I N

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CRUSHED AGGREGATE

WASHRACK (OPTIONAL)

GEOTEXTILE

1/2"

#3 BAR

SECURE ENDS OF STAKES AS DIRECTED

24"

12" 24"

WIRE MESH

CONCRETE BLOCKS

GRATED INLET

AGGREGATE

1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.

2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER

SHALL BE 12" AND MAX. HEIGHT SHALL BE 24".

3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF

CONCRETE BLOCKS.

4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF

THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING

THE INLET.

WIRE MESH

CONCRETE BLOCKS

AGGREGATE

FINISHED GRADE

FILTERED WATER

S E

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N

O T

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A A

A

STAKE ON DOWNHILL SIDE

OF LOG FILTER SOCK AS

NEEDED TO HOLD IN PLACE (TYP)

FLOW

FLOW

PLAN

NOTE:

USE IAW MANUFACTURERS OPERATING GUIDELINES.

COMMERCIAL

PRE-FABRICATED

CONCRETE

WASHOUT

CONTAINER

(APPROX.

5 CUBIC YARDS)

GENERAL NOTES:

1. LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED FOR THE

PURPOSE INTENDED. MAXIMUM LENGTH OF LOGS SHALL BE 60' FOR 18"

DIAMETER OR 30' FOR 12" DIAMETER LOGS.

2. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR

PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL

REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY

INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH.

3. STUFF LOGS WITH SUFFICIENT BIODEGRADABLE / ORGANIC FILTER

MATERIAL TO ACHIEVE DENSITY THAT WILL HOLD SHAPE WITHOUT

EXCESSIVE DEFORMATION.

4. STAKES SHALL BE 2"x2" WOOD OR #3 REBAR, 4' LONG, EMBEDDED SUCH

THAT 2" PROTRUDES ABOVE LOG, OR AS DIRECTED.

5. ON PAVED SURFACES, WEIGHT MULCH SOCKS DOWN WITH CONCRETE

BLOCKS (OR SIMILAR) SPACED AT 3' INTERVALS. ON DIRT OR POROUS

SURFACES, TRENCH MULCH SOCKS INTO THE SURFACE BETWEEN 1/3

AND 1/2 THE MULCH SOCK DIAMETER. INSTALL STAKES THROUGH THE

MULCH SOCK AT APPROXIMATELY 2' INTERVALS. STAKES SHOULD POINT

APPROXIMATELY 45 DEGREES OFF VERTICAL IN ALTERNATING

DIRECTIONS.

6. STAKES SHOULD EXTEND 8" BELOW SOCK.

CONSTRUCTION

AREA

SECTION A-A

DIKE PLAN VIEW

A A

FLOW

A D

H E

S I V

E

A D

H E

S I V

E

1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT.

2. ADHESIVES SHALL BE APPLICABLE FOR THE PAVEMENT.

FLOW

NOTES:

20" 20"

67"

M

I N

4"

STEEL OR WOOD POST-IMBED 3'

1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC

TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

12-1/2 GAUGE MIN.

MESH SPACING 6" MAX.

WIRE

FILTER BARRIER FABRIC

GROUND LINE

ADHESIVE

ADHESIVE

OVERLAP PER

MANUFACTURER'S

RECOMMENDATIONS

PAVEMENT

CONCRETE OR

ASPHALT PAVEMENT

ADHESIVE

ADHESIVE

SECURE END OF LOG FILTER

SOCK TO STAKE AS DIRECTED

CONNECT STAKES WITH

A TIE OVER THE LOG

FILTER SOCK (TYP.)

8" TEMPORARY EROSION

CONTROL LOG FILTER SOCK

SURROUND EXCAVATED CONTAINER

ON DOWN SLOP SIDE WITH EROSION

CONTROL LOG FILTER SOCK

SCALE

STONE CONSTRUCTION ENTRANCE

E1

NTS

SCALE

SILT FENCE

A1

NTS

SCALE

MULCH SOCK EROSION CONTROL

C5

NTS

SCALE

CONCRETE WASHOUT CONTAINER WITH LOG FILTER SOCK

E4

NTS

SCALE

SILT DIKE

D8

NTS

SCALE

INLET PROTECTION

A8

NTS

05/21/2020

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KATHYRIYA H. KENNEDY

98244

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V-101

V

UTILITY INFORMATION

1. ANY BURIED UTILITIES OR PIPELINES ARE AS SHOWN PER SURFACE EVIDENCE ONLY. JACOBS

ENGINEERING GROUP, INC. WAS NOT SUPPLIED WITH AS-BUILT DRAWINGS OF CONSTRUCTED

UTILITIES. JACOBS ENGINEERING GROUP, INC. SHALL NOT BE LIABLE FOR THE LOCATION OR THE

FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES.

2. VALVES, MANHOLES, AND OTHER VISIBLE PHYSICAL UTILITY STRUCTURES HAVE BEEN SHOWN

WHERE APPLICABLE.

3. NO ATTEMPT HAS BEEN MADE TO RESEARCH UTILITY SERVICE CONNECTIONS. FOR FURTHER

INFORMATION REGARDING LOCATION, DEPTH, OR SIZE OF UTILITIES, OR POINT CONNECTIONS, CONTACT THE APPROPRIATE UTILITY COMPANY.

0 30 60

1"=30'

PROJECT BENCHMARKS:

NGS MONUMENT:

DESIGNATION: V 1440

PID AY1641 ELEVATION: 750.340'

PID-AY1641 A STAINLESS STEEL ROD IN A CONCRETE SLEEVE NEAR THE JUNCTION OF U.S.

HIGHWAY 90 AND MILITARY DRIVE WEST, SET IN THE LAWN BY FLAGPOLE AT THE

LACKLAND NATIONAL BANK IN SAN ANTONIO, LOCATED AT 6810 MILITARY DRIVE,

AND ALSO ABOUT 0.2 KM (0.1 MI) NORTHWEST OF U.S. HIGHWAY 90 WEST, 29.8

METERS (98.0 FT) NORTHEAST OF THE CENTERLINE OF MILITARY DRIVE, 24.0

METERS (79.0 FT) SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN

ENTRANCE TO THE BANK, 9.1 METERS (30.0 FT) EAST NORTHEAST OF THE EAST

LEG OF THE BANK SIGN, 20.4 METERS (67.0 FT) SOUTH SOUTHWEST OF THE

SOUTHWEST CORNER OF THE BANK BUILDING, 6.7 METERS (22.0 FT) SOUTH

SOUTHWEST OF THE FLAGPOLE, AND 27.9 METERS (91.5 FT) NORTH AND ACROSS

BANK PARKING LOT, A METAL PIPE SUPPORTING A WORLD WIDE REALTY SIGN.

THE MARK IS 0.3 M ABOVE STREET.

ELEVATION: 750.343'

NORTHING:13,696,395.375

EASTING: 2,087,002.384

SITE BENCHMARKS:

CP1 - 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED"JACOBS RANDOM" SET

APPROXIMATELY 40.7 FEET NORTHWEST OF AN ELECTRIC MANHOLE AND 61.4

FEET EAST OF BUILDING NO. 1151.

ELEVATION: 676.330'

NORTHING:13,689,821.151

EASTING: 2,099,648.676

CP2 - 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED"JACOBS RANDOM" SET

APPROXIMATELY 9.5 FEET NORTHWEST OF A FENCE POST AND 92.6 FEET

SOUTHEAST OF A SANITARY SEWER MANHOLE.

ELEVATION: 673.650'

NORTHING:13,689,502.500

EASTING: 2,100,000.771

CP3 - MAG NAIL WITH SHINNER STAMPED "JACOBS" SET

APPROXIMATELY 65.8 FEET SOUTH OF A SANITARY SEWER MANHOLE AND 29.0

FEET EAST OF BUILDING NO. 1155.

ELEVATION:674.920'

NORTHING:13,689,563.911

EASTING: 2,099,649.698

CP4 - 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED"JACOBS RANDOM" SET

APPROXIMATELY 64.4 FEET SOUTHEAST OF A TELEPHONE MANHOLE AND 63.9

FEET SOUTHWEST OF A CORNER OF BUILDING NO. 1161.

ELEVATION:675.350'

NORTHING:13,689,716.689

EASTING: 2,099,868.714

CP5 - BOX CUT WITH X CUT IN CONCRETE SET

LOCATED ON THE NORTHEAST CORNER OF A TELEPHONE MANHOLE AND

APPROXIMATELY 106.3 FEET SOUTHWEST OF A FIRE HYDRANT.

ELEVATION:674.370'

NORTHING:13,689,741.397

EASTING: 2,100,119.271

C

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LACKLAND

AIR FORCE

BASE

Kennedy

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Roselawn

Memorial

Park

Cemetery

Pearsall

Park

Mateo

Camargo

Park

GREATER KELLY

AIR FORCE

BASE

Stillman

Park

Lindbergh

Park

Golf

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SAN ANTONIO

SITE

VICINITY MAP

NOT TO SCALE

SCALE

TOPOGRAPHIC SURVEY

A5

1" = 30'

A

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LEGEND

GATE ENDS

AIR CONDITIONER

ABANDONED POLE

ELECTRIC CABINET

ELECTRIC CONTROLLER

LIGHT POLE

ELECTRIC BOX (MISC)

ELECTRIC METER

ELECTRIC MANHOLE

POWER POLE

TRANSFORMER

GAS MANHOLE

GAS METER

GAS VALVE

GRATE INLET

STORM DRAIN MANHOLE

BUILDING SIGN

TRAFFIC SIGN

SEWER CLEANOUT

SEWER MANHOLE

COMMUNICATION MANHOLE

TELEPHONE RISER

FIRE HYDRANT

FIRE DEPT. CONNECTION

WATER FAUCET

WATER METER

WATER VALVE

CONTROL POINT

WORKING POINT

BENCHMARK

CONCRETE PAVING

OVERHEAD ELECTRIC

ASPHALT PAVING

FENCE (6' CHAIN LINK W/RAZOR WIRE)

SANITARY SEWER

MANHOLE

RIM=675.68'

6" PVC IN

FL=671.14'

8" PVC OUT

FL=670.55'

SANITARY SEWER MANHOLE

RIM=673.83' (LOCKED)

ESCORTED AREA

SANITARY SEWER

MANHOLE

RIM=674.10'

18" PVC IN

FL NORTH=661.28'

14" PVC IN

FL EAST=661.42'

18" PVC OUT

FL SOUTH=661.20'

SANITARY SEWER

MANHOLE

RIM=674.92'

18" PVC IN

FL NORTH=661.38'

14" PVC IN

FL EAST=661.85'

18" PVC OUT

FL SOUTH=661.22'

SANITARY SEWER MANHOLE

RIM=675.39' (LOCKED)

BOLT WAS STRIPPED

CONDUIT

ATTACHED TO

BUILDING

CONDUIT

ATTACHED TO

BUILDING

CONDUIT

OVERHEAD

ATTACHED

TO BUILDING

STORM SEWER MANHOLE

NOTE: MH RIM IS SLANTED

APPROXIMATE ON FLOW LINE ELEVATION

RIM=674.73'

12" RCP IN

FL NORTH=662.58'

48" RCP OUT

FL NW=655.46'

STORM SEWER

MANHOLE

RIM=674.84'

48" RCP

FL SE=660.45'

GRATE INLET

TOP=674.12'

15" RCP IN

FL NORTH=668.67'

15" RCP OUT

FL SOUTH=668.65'

(FILLED WITH CONCRETE)

12" RCP (PLUGGED)

UNKNOWN FLOWLINE

GRATE INLET

TOP=674.16'

15" RCP FL IN

NORTH=668.75'

WEST=668.17'

15" RCP FL OUT

SOUTH=668.71'

GRATE INLET

TOP=674.42'

15" RCP FL OUT

EAST=670.91'

GRATE INLET

TOP=675.60'

24" RCP FL IN

NORTH=669.00'

UNKNOWN PIPE SIZE

NORTHWEST FL IN=659.73'

SOUTHEAST FL= OUT=659.69'

GRATE INLET

TOP=675.08'

15" RCP FL IN

NORTHWEST=669.77'

12" RCP FL IN

SOUTH=672.74'

15" RCP FL OUT

SOUTH=668.73'

GRATE INLET

TOP=676.27'

PIPE SIZE UNKNOWN

FL UNKNOWN

GRATE INLET

TOP=675.07'

15" RCP FL OUT

WEST=671.12'

GRATE INLET

TOP=675.70'

18" RCP FL IN

EAST=670.44'

15" RCP FL IN

NORTH=670.21'

15" RCP FL OUT

SOUTH=670.15'

DRAIN

TOP=675.88'

KEY

PAD

CP # 4

5/8-INCH IRON ROD

WITH RED PLASTIC

CAP STAMPED

"JACOBS"

ELEV=675.35'

CP # 2

5/8-INCH IRON ROD

WITH RED PLASTIC

CAP STAMPED

"JACOBS"

ELEV=673.65'

CP # 3

MAG NAIL WITH

SHINNER

STAMPED

"JACOBS"

ELEV=674.92'

CP # 1

5/8-INCH IRON ROD

WITH RED PLASTIC

CAP STAMPED

"JACOBS"

ELEV=676.33'

CP # 5

BOX CUT WITH

X CUT IN

CONCRETE

ELEV=674.37'

BM #153

BOX CUT IN CONCRETE HEADWALL

PUBLISHED ELEV=675.95'

MEASURED ELEV=675.97'

PER SHEET #W40 OF THE SURVEY

CONTROL LAYOUT AREA 4A-02 & 4A-03

ASBUILT PLAN SUBMITTED 9/11/2017

PORT SAN ANTONIO AND LACKLAND

WATER IMPROVEMENT PROJECT

JOB# 11-7002

NOTE:

THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED

ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT

THE INFORMATION HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.

05/21/2020

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US Army Corps of Engineers

Fort Worth District ®

K E

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G

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KATHYRIYA H. KENNEDY

98244

J A

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M a i n

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CERTIFIED FINAL DESIGN

K

K

E N

N E

D Y

CONSTRUCTION NOTES

A/E

ABAN

ADA

ALT

ARCH

ASTM

BC

BEG

BLDG

BM

CB

CD

CIP

AND

AT

A

ARCHITECT/ENGINEER

ABANDON

AMERICANS WITH

DISABILITIES ACT

ALTERNATE

ARCHITECT

AMERICAN SOCIETY FOR

B

BACK OF CURB

BEGIN

BUILDING

BENCHMARK

C

CURB

CONSTRUCTION

DOCUMENTS

CAST-IN-PLACE /

CAST IRON PIPE

CL

CLR

CNR

COMM

CONN

CONT

DA

DEMO

DIA

DIST

DR

DW

EA

EJ

EL

EQ

EW

CENTERLINE / CLASS

CLEAR

CORNER

COMMUNICATION

CONNECT

CONTINUE

D

DRAINAGE AREA

DEMOLITION

DIAMETER

DISTANCE

DRIVE

DOMESTIC WATER

E

EAST (FOR COORDINATES)

EACH

EXPANSION JOINT

ELEVATION

EQUAL

EACH WAY

EXP

FND

FF

FG

FT

GAL

GEN

GR

HC

HORIZ

ID

INL

INV

EXPANSION

F

FOUNDATION

FINISHED FLOOR

FINISHED GRADE

FEET

G

GALLON

GENERAL

GRADE

H

HANDICAP

HORIZONTAL

I

INTERNAL DIAMETER

INLET

INVERT

JRCP

JT

LF

LP

MAX

MH

MIN

MISC

N

NA

NO

NTS

OA

OC

OCEW

OD

PCC

J

JOINT REINFORCED

CONCRETE PAVEMENT

JOINT

L

LENGTH

LINEAR FEET

LOW POINT

M

MAXIMUM

MANHOLE

MINIMUM

MISCELLANEOUS

N

NORTH (FOR

COORDINATES)

NOT APPLICABLE

NUMBER

NOT TO SCALE

O

OVERALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

P

PORTLAND CEMENT

CONCRETE

R/RAD

REBAR

REQD

ROW

S

SD

SF

SHT

SIM

R

RADIUS

REINFORCING STEEL

BARS

REFERENCE

REQUIRED

RIGHT OF WAY

S

SOUTH (FOR

COORDINATES)

STORM DRAIN

SQUARE FOOT (FEET)

SHEET

SIMILAR

SQ

SS

STND

SW

TEMP

TP

UNDG

VERT

VIF

VOL

W

WV

XFMR

SQUARE

SANITARY SEWER

STANDARD

SIDEWALK

T

TEMPORARY

TOP OF PAVEMENT

U

UNDERGROUND

V

VERTICAL

VERIFY IN FIELD

VOLUME

W

WATER, WEST

WATER VALVE

X

TRANSFORMER

ABBREVIATIONS

NUMBER

DIAMETER

APPROX APPROXIMATE

CI CURB INLET

CO CLEANOUT

DI DUCTILE IRON

EP EDGE OF PAVEMENT

EX EXISTING

FH FIRE HYDRANT

F

FIRE WATER

FDC FIRE DEPARTMENT

CONNECTION

G

GAS

ELEC ELECTRIC

GV GATE VALVE

HDPE HIGH DENSITY

POLYETHYLENE PIPE

PIV POST INDICATOR VALVE

PP POWER POLE

PROP PROPOSED

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

RCP REINFORCED CONCRETE

PIPE

RD ROAD

RT RIGHT

SPEC

SPECIFICATION

ST

STA

STREET

STATION

TC TOP OF CURB

TYP TYPICAL

VAR VARIES

WWF WELDED WIRE FABRIC

CIVIL SYMBOLS

TESTING AND MATERIALS

AWWA AMERICAN WATER WORKS

ASSOCIATION

L

PSI POUNDS PER SQ. IN.

RE

PE POLYETHYLENE

Ø

FP FIRE PROTECTION

E

BFP BACKFLOW PREVENTER

A. THE WORKING DRAWINGS ARE GENERALLY

DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET,

BEND, OR ELBOW REQUIRED FOR INSTALLATION IN

THE SPACE PROVIDED. THEY DO NOT SHOW EVERY

DIMENSION, COMPONENT PIECE, OR FITTING

REQUIRED TO COMPLETE THE PROJECT. PROVIDE A

COMPLETE AND WORKING SYSTEM.

B. COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO

BEGINNING ANY UTILITY CONSTRUCTION FOR

LOCATION MARK-UP OF ALL EXISTING UTILITIES. ALSO

COORDINATE THE UTILITY LOCATE WITH JBSA

PERSONNEL FOR ALL UTILITY WORK. INFORM

CONTRACTING OFFICER IMMEDIATELY IF LOCATE

INDICATES THAT EXISTING TYPE AND LOCATION OF

EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON

DRAWINGS.

C. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL

ABOVE AND BELOW GRADE UTILITIES DURING

CONSTRUCTION.

D. ALL BURIED LINES TO HAVE MINIMUM COVER 48",

UNLESS NOTED OTHERWISE.

E. THRUST BLOCKING REQUIRED ON ALL PRESSURE LINE

BENDS AND FITTINGS. SEE STANDARD THRUST

BLOCKING DETAILS.

F. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE

CONSIDERED ACTIVE UNLESS OTHERWISE NOTED.

G. CONFIRM ALL UTILITY VALVE VAULTS, VALVES,

METERS, BACKFLOW PREVENTION ASSEMBLIES, AND

OTHER PUBLIC UTILITY APPURTENANCES WITH JBSA

PRIOR TO BEGINNING WORK.

PROPOSED EXISTING

UTILITY NOTES

A. FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR

TO THE COMMENCEMENT OF WORK AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER.

PERFORM A SITE VISIT AND BECOME FAMILIAR WITH

THE SITE CONDITIONS PRIOR TO BIDDING.

B. IT IS EXPECTED THAT THE ACTUAL LOCATION OF

EXISTING UTILITIES MAY VARY FROM THAT SHOWN ON

THE PLANS. POTHOLE AND LOCATE ALL EXISTING

UTILITIES. VARIATIONS IN LOCATION AND DEPTH

SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER IMMEDIATELY SO THAT THE

LOCATION OF UTILITIES MAY BE CHECKED WITH THE

PROPOSED DESIGN. NOTIFY JOINT BASE SAN

ANTONIO (JBSA) - LACKLAND, KELLY FIELD ANNEX,

TEXAS. PRIOR TO ANY WORK COMMENCING FOR ANY

EXCAVATION OR POTHOLING.

C. CONFIRM THAT PROPOSED SITE FEATURES TIE INTO

EXISTING SITE DEVELOPMENT, THAT PAVEMENT

JOINTS MATCH CORRECTLY, AND THAT GENERAL

DESIGN ELEVATIONS FOR CONSTRUCTION PROVIDE

PROPER PAVEMENT AND DRAINAGE SLOPES FROM

EXISTING TIE-IN POINTS. REPORT DISCREPANCIES TO

THE CONTRACTING OFFICER PRIOR TO

CONSTRUCTION.

D. UPON COMPLETION OF THE CONSTRUCTION

PROJECT, THE PROJECT AREA SHALL BE FREE OF

DEBRIS AND UNUSED MATERIAL. ALL DAMAGE

CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED TO AN "AS GOOD" CONDITION AS

DETERMINED BY THE CONTRACTING OFFICER.

E. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN)

ACCESS TO ALL SITE FACILITIES.

G. ALL DIMENSIONS ON PLAN, PROFILE AND DETAIL

SHEETS ARE IN FEET UNLESS OTHERWISE NOTED.

H. DO NOT TAKE ANY PHOTOGRAPHS OF THE AIRFIELD

WITHOUT WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER. IF APPROVAL IS GRANTED,

NO PICTURES ARE ALLOWED WITH AIRCRAFT IN THE

BACKGROUND.

A. TOPOGRAPHIC INFORMATION WAS PROVIDED BY

JACOBS ENGINEERING GROUP. THE SURVEY WAS

PERFORMED ON JANUARY 26, 2018.

B. CONSTRUCTION STAKING SHALL BE PERFORMED BY A

LICENSED SURVEYOR. STAKING SHALL BE REVIEWED

BY CONTRACTING OFFICER FOR CONFIRMATION OF

DESIGN PRIOR TO CONSTRUCTION.

C. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL

HAVE UNIFORM SLOPE UNLESS OTHERWISE

INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY

FROM ALL BUILDING WALLS AND DOORS.

D. SAFE CONSTRUCTION PRACTICES SHALL BE UTILIZED

AT ALL TIMES. ADEQUATE SHORING, BRACING, TIES,

AND SUPPORTS SHALL BE USED TO PROVIDE PROPER

TEMPORARY INTEGRITY DURING ALL PHASES OF

CONSTRUCTION.

E. ALL DITCHES, SWALES, GUTTERS, ETC. SHOULD BE

CONSIDERED ACTIVE STORM CONVEYANCES UNLESS

OTHERWISE INDICATED. ADDRESS STORM WATER

DRAINAGE AND DEWATERING OF WORK AREAS

DURING CONSTRUCTION.

F. DURING WET WEATHER PERIODS, SEQUENCE

CONSTRUCTION IN A MANNER THAT MINIMIZES IMPACT

ON OPEN EARTHWORK AND COMPACTION

OPERATIONS.

ACM ASBESTOS CONTAINING

MATERIAL

C

S

E

T

E

ELEC

EM

G

CO

TR

W

G

ET

D

GATE ENDS

AIR CONDITIONER

ABANDONED POLE

ELECTRIC CABINET

ELECTRIC CONTROLLER

LIGHT POLE

ELECTRIC BOX (MISC)

ELECTRIC METER

ELECTRIC MANHOLE

POWER POLE

TRANSFORMER

GAS MANHOLE

GAS METER

GAS VALVE

GRATE INLET

STORM DRAIN MANHOLE

BUILDING SIGN

TRAFFIC SIGN

SEWER CLEANOUT

SEWER MANHOLE

COMMUNICATION MANHOLE

TELEPHONE RISER

FIRE HYDRANT

FIRE DEPT. CONNECTION

WATER FAUCET

WATER METER

WATER VALVE

CONTROL POINT

WORKING POINT

BENCHMARK

CONCRETE PAVING

ASPHALT PAVING

FENCE

T

GENERAL NOTES

REFERENCING SYSTEM

PLAN NORTH ARROW

TRUE NORTH ARROW

REVISION

DEMO & EROSION CONTROL WORK KEYNOTE

PROPOSED WORK KEYNOTE

SCALE

DETAIL TITLE

A1

N.T.S.

SCALE

SHEET TITLE

A1

1"=20'

SHEET TITLE

GRID IDENTIFICATION

SHEET SCALE

DETAIL TITLE

GRID IDENTIFICATION

SHEET SCALE

X

X

REFER TO PLANS

REFER TO PLANS

A. CONTRACTOR SHALL ASSUME THE EXISTING ATCT

BUILDING WILL BE FULLY OPERATIONAL

THROUGHOUT THE CONSTRUCTION OF THE NEW

ATCT, AND THAT ADEQUATE ACCESS FOR THE

EXISTING BUILDING SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION.

B. CONTRACTOR SHALL ASSUME THE EXISTING

SIMULATOR FACILITY WILL BE FULLY OPERATIONAL

THROUGHOUT THE CONSTRUCTION OF THE NEW

ATCT AND DEMOLITION OF THE EXISTING ATCT, AND

THAT ADEQUATE ACCESS FOR THE SIMULATOR SHALL

BE MAINTAINED THROUGHOUT CONSTRUCTION AND

DEMOLITION.

C. CONTRACTOR SHALL COMPLETE THE PROPOSED

ATCT AND ASSOCIATED SITE AND UTILITY ELEMENTS,

AND RECEIVE ACCEPTANCE AND APPROVAL FROM

THE CONTRACTING OFFICER, PRIOR TO

COORDINATING EQUIPMENT RELOCATION FROM THE

EXISTING ATCT TO THE NEW ATCT.

D. CONTRACTOR SHALL ASSUME A MINIMUM JOINT

BUILDING OCCUPANCY OF 60 DAYS WITH THE

GOVERNMENT FOR THE EXISTING ATCT AND THE NEW

ATCT TO ACCOMMODATE THE PREPARATION OF THE

TRANSITION OF GOVERNMENT EQUIPMENT.

PHASING NOTES

S

CB

WATER LINE

W

SANITARY SEWER LINE

SS

FIRE WATER LINEF

STORM DRAIN LINE

STORM DRAIN CLEANOUT

SD

CO

05/21/2020

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S

S

S

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G

G

S

C O

S S

S

S

S

S

S

W

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

SANITARY SEWER

MANHOLE

RIM=674.92'

18" PVC IN

FL NORTH=661.38'

14" PVC IN

FL EAST=661.85'

18" PVC OUT

FL SOUTH=661.22'

STORM SEWER

MANHOLE

RIM=674.84'

48" RCP

FL SE=660.45'

GRATE INLET

TOP=674.12'

15" RCP IN

FL NORTH=668.67'

15" RCP OUT

FL SOUTH=668.65'

(FILLED WITH CONCRETE)

12" RCP (PLUGGED)

UNKNOWN FLOWLINE

GRATE INLET

TOP=674.16'

15" RCP FL IN

NORTH=668.75'

WEST=668.17'

15" RCP FL OUT

SOUTH=668.71'

GRATE INLET

TOP=674.42'

15" RCP FL OUT

EAST=670.91'

GRATE INLET

TOP=675.60'

24" RCP FL IN

NORTH=669.00'

UNKNOWN PIPE SIZE

NORTHWEST FL IN=659.73'

SOUTHEAST FL= OUT=659.69'

SIMULATOR

BUILDING NO.1161

1 STORY

(CINDER BLOCK)

FFE=676.56'

OPERATIONS

TOWER

FFE=677.00'

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CP # 1

CP # 5

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F

U

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L

N: 13689812.00

E:2099980.02

AIR TRAFFIC

CONTROL TOWER

FFE: 677.00'

X

X

X

N: 13689783.02

E:2099824.45

N: 13689778.42

E:2099826.40

D E

M O

L I T

I O

N

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L A

N

CD102

PLAN NORTH

SHEET ID

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20' 40'0

SCALE: 1"=20'

10'

K

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N E

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A

F

E A

L Y

US Army Corps of Engineers

Fort Worth District ®

K E

L L

G

2 3 4 5 7 8 9 10

F

E

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C

B

A

KATHYRIYA H. KENNEDY

98244

J A

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M a i n

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CERTIFIED FINAL DESIGN

K

K

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N E

D Y

C D

SCALE

DEMOLITION PLAN

A1

1" = 20'

GENERAL NOTES

KEYNOTES

LEGEND

A

B

C

REMOVE EXISTING BUILDING, FOUNDATION, SLAB,

AND 10' OF UTILITIES OUTSIDE OF FOUNDATION AND

CAP

REMOVE EXISTING SIDEWALK

REMOVE EXISTING TRANSFORMER. TRANSFORMER

LINES SHALL BE DE-ENERGIZED, COORDINATE WITH

LOCAL POWER COMPANY.

REMOVE EXISTING PARKING STRIPING

SITE APPURTENANCES AND UTILITIES NOT SHOWN

TO BE DEMOLISHED SHALL BE PROTECTED IN PLACE.

CONTRACTOR SHALL CUT AND PLUG ALL UTILITIES

AT THE POINT OF SERVICE UNLESS SHOWN

OTHERWISE.

ALL GRUBBING AND CLEARING RESIDUE,

DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED BY THIS PROJECT SHALL BE HANDLED

IN ACCORDANCE WITH THE SPECIFICATIONS.

REMOVE EXISTING ASPHALT PAVEMENT

REMOVE EXISTING CONCRETE PAVEMENT

REMOVE EXISTING SIDEWALK

104 REMOVE EXISTING ELECTRICAL EQUIPMENT

105 REMOVE EXISTING FENCE

BENCHMARKS

CP #1

" IRON ROD WITH RED PLASTIC CAP STAMPED

"JACOBS RANDOM"

ELEV. 676.330' N: 13689821.151 E: 2099648.676

CP #5 BOX CUT WITH X CUT IN CONCRETE SET

ELEV. 674.370' N: 13689741.397 E: 2100119.271

D EXISTING ATCT MUST REMAIN IN OPERATION UNTIL

NEW ATCT IS OPERATIONAL AND ACCEPTED.

LIMITS OF CONSTRUCTION

LOC

ASPHALT PAVEMENT TO REMAIN

CONCRETE PAVEMENT TO REMAIN

106 REMOVE EXISTING LIGHT POLE

E DEMOLITION SHALL INCLUDE FOUNDATION TO 6'

BELOW GRADE.

UST/AST DIESEL FUEL TANK TO BE DECOMMISSIONED

BY SEPARATE PROJECT BY BASE. REMOVAL WILL

OCCUR AFTER THIS PROJECT IS COMPLETE. LINE

LOCATION SHOWN IS APPROXIMATE.

108 DISCONNECT INCOMING OSP FIBER OPTIC AND

COPPER CABLES IN BLDG 1161. PULL OSP FIBER

OPTIC AND COPPER CABLING BACK TO MH 204. IF

INSUFFICIENT SPACE FOR ALL CABLES, PULL BACK

TO MH 205 THOSE CABLES THAT WILL NOT FIT INTO

MH 204. SEAL ENDS OF FIBER OPTIC AND COPPER

CABLES TO AVOID CONTAMINATION AND MOISTURE

DAMAGE TO THE CABLES.

REMOVE EXISTING ULTITIES

05/21/2020

C O

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CP # 1

CP # 5

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AIR TRAFFIC

CONTROL TOWER

FFE: 677.00'

X

X

X

N: 13689817.73

E:2099981.05

N: 13689812.75

E:2099980.56

102.77'

T

Y

P

N: 13689778.42

E:2099826.40

N: 13689743.29

E:2099976.04

N: 13689782.75

E:2099984.51

PLAN NORTH

SHEET ID

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20' 40'0

SCALE: 1"=20'

10'

K

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N E

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A

F

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L Y

US Army Corps of Engineers

Fort Worth District ®

K E

L L

G

2 3 4 5 7 8 9 10

F

E

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C

B

A

KATHYRIYA H. KENNEDY

98244

J A

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N Y

M a i n

S t r e e t

F o r t

W o r t h

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CERTIFIED FINAL DESIGN

K

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CS102

C S

GENERAL NOTES

KEYNOTES

LEGEND

A

5' SIDEWALK, RE: C1/CS501

HANDICAP PARKING STALL, RE: A5/CS500

STANDARD PARKING STALL, RE: E8/CS500

SITE APPURTENANCES AND UTILITIES NOT SHOWN

TO BE DEMOLISHED SHALL BE PROTECTED IN PLACE.

SIDEWALK, RE: C1/CS501

EXISTING BUILDING FOOTPRINT

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE PAVEMENT

BENCHMARKS

CP #1

" IRON ROD WITH RED PLASTIC CAP STAMPED

"JACOBS RANDOM"

ELEV. 676.330' N: 13689821.151 E: 2099648.676

CP #5 BOX CUT WITH X CUT IN CONCRETE SET

ELEV. 674.370' N: 13689741.397 E: 2100119.271

LIMITS OF CONSTRUCTION

LOC

EXISTING ASPHALT PAVEMENT PHASE 1

ASPHALT PAVEMENT

103 ASPHALT PAVEMENT

104 UST/AST DIESEL FUEL TANK TO BE DECOMMISSIONED

BY SEPARATE PROJECT BY BASE. REMOVAL WILL

OCCUR AFTER THIS PROJECT IS COMPLETE. LINE

LOCATION SHOWN IS APPROXIMATE.

SCALE

SITE PLAN

A1

1" = 20'

05/21/2020

C O

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20' 40'0

SCALE: 1"=20'

10'

K

K

E N

N E

D Y

A

F

E A

L Y

US Army Corps of Engineers

Fort Worth District ®

K E

L L

G

2 3 4 5 7 8 9 10

F

E

D

C

B

A

KATHYRIYA H. KENNEDY

98244

J A

C O

V

E R

N M

E N

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V I C

M

P A

N Y

M a r e e t

F o r t

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P r o j

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F X

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L I T

I O

N

O

F

E

X I S

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G

A

A

F F

N

T R

C

I L

I T

I E

S

B

A

W

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A

A

D M

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B E

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E L

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D

W G

F

CERTIFIED FINAL DESIGN

K

K

E N

N E

D Y

G R

A D

I N

G

P

L A

N

CG102

C G

GENERAL NOTES

LEGEND

A

FINISHED GRADE

FG 10.00

TOP OF PAVEMENT

MATCH EXISTING

TP 10.00

ME 10.00

FLOW ARROW

BENCHMARKS

" IRON ROD WITH RED PLASTIC CAP STAMPED

"JACOBS RANDOM"

ELEV. 676.330' N: 13689821.151 E: 2099648.676

BOX CUT WITH X CUT IN CONCRETE SET

ELEV. 674.370' N: 13689741.397 E: 2100119.271

REFERENCE TO ARCHITECTURE PLANS FOR

BUILDING DIMENSIONS.

CP #1

CP #5

LIMITS OF CONSTRUCTION

LOC

LOW POINT

LP 10.00

B CONTRACTOR TO BACKFILL EXCAVATION PER

GEOTECHNICAL REPORT AND PROVIDE POSITIVE

DRAINAGE AWAY FROM AREA.

MAJOR CONTOUR

EXISTING MAJOR CONTOUR

MINOR CONTOUR4.50

EXISTING MINOR CONTOUR4.50

5.00

5.00

SD

STORM DRAIN LINE

SANITARY SEWER LINESS

EXISTING FLOW ARROW

SCALE

GRADING PLAN

A1

1" = 20'

C B

CB

C

B

S D

C

B

S

D

C

O

S

C

O

C

O

C

O

C O

S S

S

S

S

S

C

O

C

O

S

SANITARY SEWER

MANHOLE

RIM=674.92'

18" PVC IN

FL NORTH=661.38'

14" PVC IN

FL EAST=661.85'

18" PVC OUT

FL SOUTH=661.22'

STORM SEWER

MANHOLE

RIM=674.84'

48" RCP

FL SE=660.45'

GRATE INLET

TOP=674.12'

15" RCP IN

FL NORTH=668.67'

15" RCP OUT

FL SOUTH=668.65'

(FILLED WITH CONCRETE)

12" RCP (PLUGGED)

UNKNOWN FLOWLINE

GRATE INLET

TOP=674.16'

15" RCP FL IN

NORTH=668.75'

WEST=668.17'

15" RCP FL OUT

SOUTH=668.71'

GRATE INLET

TOP=674.42'

15" RCP FL OUT

EAST=670.91'

GRATE INLET

TOP=675.60'

24" RCP FL IN

NORTH=669.00'

UNKNOWN PIPE SIZE

NORTHWEST FL IN=659.73'

SOUTHEAST FL= OUT=659.69'

S

H

E

D

B

U

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D

I

L

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M

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N

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A

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D

CP # 1

CP # 5

L

O

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L

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C

L

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L

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L

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C

L

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C

L O

C

L

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G

E

N

E

F

U

E

L

676.00

AIR TRAFFIC

CONTROL TOWER

FFE: 677.00'

X

X

X

675.00

.5

.5

ME 676.5±

ME 676.5±

TP 675.87

TP 675.63

ME 675.3±

ME 675.3±

675.75

ME 676.4±

ME 675.5±

ME 676.2±

ME 676.2±

ME 676.2±

ME 676.2±

05/21/2020

C O

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C H

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K E

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E

C O

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L I C

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N

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-2

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A S

K

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E N

N E

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A

F

E A

L Y

US Army Corps of Engineers

Fort Worth District ®

K E

L L

G

2 3 4 5 7 8 9 10

F

E

D

C

B

A

KATHYRIYA H. KENNEDY

98244

J A

C O

V

E R

N M

E N

T

S

E R

V I C

M

P A

N Y

M a r e e t

F o r t

W o r t h

T

X

J E

G

P r o j

N o

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F X

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D E

M O

L I T

I O

N

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F

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X I S

T I N

G

A

A

F F

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C

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A

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F

CERTIFIED FINAL DESIGN

K

K

E N

N E

D Y

S I T

E

D

E T

A I L

S

CS500

C S

PLACARD OR SPECIAL

LICENSE PLATE AND I.D.

REQUIRED

MAXIMUM FINE $500

R7-8

12"x18"

ACCESSIBLE PARKING

SIGN DETAIL

R7-20

12"x6"

NOTES:

1. SIGN DETAILS SHALL CONFORM TO THE LATEST EDITIONS OF FHWA PUBLICATIONS "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS", "STANDARD ALPHABETS FOR HIGHWAY SIGNS", AND AS AMENDED.

2. SIGN SHALL BE HIGH INTENSITY REFLECTIVE SHEETING UNLESS OTHERWISE SPECIFIED.

3. SIGN SHALL HAVE 3/8" BOLT HOLES DRILLED AT APPROXIMATE LOCATIONS.

4. SIGN LETTERING SHALL BE UPPER CASE.

5. SIGN BACKGROUND SHALL BE WHITE.

6. PAINT BACK OF SIGN AND POST ASSEMBLY PER BASE COLOR.

7. REFLECTORIZED SIGNS SHALL BE MADE OF ALUMINUM ATTACHED TO STEEL POST (NO HOLES AND CAPPED AT TOP OF

POST) WITH STAINLESS STEEL BOLTS.

WHITE

TRAFFIC

PAINT

R

6"12"

5°

PARKING STALL

(SEE PLAN FOR WIDTH)

ACCESS AISLE

(SEE PLAN FOR WIDTH)

ABA LOGO

RE: E5/CS500

45°'

M

I N

24" DIA

SECTION VIEW

SIGNAGE

ELEVATION

W

E S

T

S

I G

N

SIGNAGE WITH BOLLARD

RE: A1/CS500

SCALE

SIGN POST AND SIGN DETAILS

A1

NTS

SCALE

ABA PARKING LAYOUT DETAIL

A5

NTS

SCALE

ABA LOGO DETAIL

E5

NTS

CONCRETE FOOTING

2" ROUND STEEL PIPE SET IN CONCRETE

10" LONG #4 REBAR

(TYP OF 4 PER BOLLARD)

FINISHED GRADE

6" STEEL PIPE BOLLARD (FILL WITH

NON-SHRINK GROUT, ROUND TOP) WITH

YELLOW PLASTIC BOLLARD COVER.

ACCESSIBLE PARKING SIGN INCLUDING

THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY, 70 SQ. IN. MINIMUM,

COMPLYING WITH ABA GUIDELINES

"VAN ACCESSIBLE" PARKING SIGNAGE

WHERE REQUIRED, MAY BE ON SAME

SIGN PANEL AS INTERNATIONAL SYMBOL

OF ACCESSIBILITY

T

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L A

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PARKING STALL (TYP)

(SEE PLAN FOR WIDTH)

PARKING STALL

(TYP)

4" WIDE WHITE

PAVEMENT

STRIPE (TYP)

SCALE

PARKING LAYOUT DETAIL

E8

NTS

PARKING STALL

(TYP)

CONCRETE

WHEEL STOP

(TYP)

T

Y P

EDGE OF

PAVEMENT

TYPICAL SECTION

2" (TYP.)

2 - #3 REBAR

CONTINUOUS

1/4" 1/4"

8"

8 1/2"

2-7/8" DIAM. HOLES

NOTES:

1. 3/4" DIA. REBAR ANCHOR 2' LONG SHALL BE DRIVEN INTO GROUND (2 PER BUMPER)

SCALE

CONCRETE WHEEL STOP DETAIL

A8

NTS

SCALE

ASPHALT PAVEMENT SECTION

F1

NTS

1.5" HOT-MIX SURFACE COURSE

7" AGGREGATE-BASE COURSE,

SEE NOTE 1

6" LIME-STABLIZED

SUBGRADE, SEE NOTE 2

6" RAW SUBGRADE, SEE NOTE 3

NOTES:

1. AGGREGATE BASE COURSE SHALL CONSIST OF GRADED AGGREGATE COMPACTED TO AT LEAST 100% OF THE

MAXIMUM LABORATORY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D1557).

2. LIME-STABLIZED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM LABORATORY DENSITY AS

DETERMINED BY THE MODIFIED PROCTOR (ASTM D1557).

3. RAW SUBGRADE SHALL BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED

BY THE MODIFIED PROCTOR (ASTM D1557).

EXISTING A.C.NEW A.C.

ASPHALT PAVEMENT

SECTION,

RE: F1/CS500

SAWCUT AND TACK COAT

EXISTING ASPHALT

EXISTING BASE COURSE

NOTE: ASPHALT PAVEMENT CONNECTION DETAIL TO BE USED AT ALL NEW TO EXISTING ASPHALT JOINTS.

12"

SCALE

TO EXISTING ASPHALT PAVEMENT

E1

NTS

ASPHALT PAVEMENT CONNECTION

PRIME COAT

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US Army Corps of Engineers

Fort Worth District ®

K E

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KATHYRIYA H. KENNEDY

98244

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CERTIFIED FINAL DESIGN

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CS501

C S

JOINT SPACING FOR STRAIGHT RUNS

WALK

WIDTH

4'

6'

8'

10'

12'

CONTRACTION JOINT SPACING

TRANSVERSE

LONGITUDINAL

4'

4'

6'

6' 6'

4'

5' 5'

NOT REQUIRED

NOT REQUIRED

EXPANSION

JOINT SPACING

40' MAX.

42' MAX.

40' MAX.

40' MAX.

42' MAX.

EXPANSION JOINT (TYP.)

CONTRACTION JOINT (TYP.)

SCALE

TYPICAL SIDEWALK JOINT LAYOUT PLAN

A1

NTS

NOTES:

1. TRANSVERSE EXPANSION JOINTS

SHALL BE CONTINUOUS THROUGH

BOTH WALK AND CURB WHERE

WALK ABUTS CONCRETE CURB

AND GUTTER.

2. EXPANSION JOINTS SHALL NOT BE

REQUIRED BETWEEN CURBS THAT

ABUT THE SIDEWALK LONGITUDINALLY.

6"

CONCRETE WALKWAY WITH 6x6 W2.9xW2.9

WWF CENTERED IN SLAB PROVIDE

CONTRACTION JOINTS @ 6' MAXIMUM O.C.

2% MAXIMUM

CROSS SLOPE ON

ALL WALKWAYS

6" COMPACTED

SUBGRADE

2"

VARIES, SEE PLANS

SCALE

CONCRETE SIDEWALK DETAIL

C1

NTS

SIDEWALK

BASE COURSE

SCALE

SIDEWALK JOINT DETAILS

E1

NTS

T

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P

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NOTES:

D E

P T

H

EXPANSION JOINT

1. DEPTH OF SEALANT SHALL BE AS RECOMMENDED BY THE MANUFACTURER.

3/16"

1/8" MIN.

1/8" R.

1/8" R.

1/8" R.

PREFORMED

NON-EXTRUDING

JOINT FILLER

BACKER ROD

JOINT SEALANT

CONTRACTION JOINT

M

I N

16" MIN. DIA.

M

I N

M

I N

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

F A

B R

D

10'-0" MAXIMUM

XX

XXX

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XXX

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X

XXXXX

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X

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X

LINE POST

TOP RAIL

BRACE RAIL

TIE WIRES

(TYP.)

TRUSS ROD

(3/8" MIN. DIA.)

CONCRETE BASE

CORNER, END,

OR PULL POST

TIE WIRES (TYP.)

LINE POST

GRADE

TENSION

WIRE

BOTTOM

OF FABRIC

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

TIE WIRES

(TYP.)

BARBED-WIRE APRON

ON EXTENSION ARMS

1'-0"

45 DEGREES

" 6

Y

P

" 7

Y

P

35 DEGREES

LINE POST CORNER POST

" PLAIN PIN

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

RIVETED FLUSH (TYP.)

LOCK PIN (TYP.)

BARBED

WIRE (TYP.)

SCALE

EXTENSION ARM DETAILS

C6

NTS

SCALE

CHAIN-LINK SECURITY FENCE DETAIL

E6

NTS

BOTTOM RAIL

5/8" DIA. COPPER-CLAD

STEEL GROUND ROD

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

#8 AWG SOLID

COPPER WIRE

FENCE POST

NOTE:

REFER TO SPECIFICATION SECTION 32 31 13

SCALE

GROUNDING DETAIL

A5

NTS

05/21/2020

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20' 40'0

SCALE: 1"=20'

10'

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US Army Corps of Engineers

Fort Worth District ®

K E

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KATHYRIYA H. KENNEDY

98244

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CERTIFIED FINAL DESIGN

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L-101

L

GENERAL NOTES

A CONTRACTOR IS TO CONDUCT A FIELD REVIEW AND

IS TO BE FAMILAR WITH ALL EXISTING AND

PROPOSED UTILITIES AND SUBSUFACE FEATURES

PRIOR TO START OF WORK.

B LOCATIONS OF LANDSCAPE MATERIALS ARE

APPROXIMATE.

BENCHMARKS

" IRON ROD WITH RED PLASTIC CAP STAMPED

"JACOBS RANDOM"

ELEV. 676.330' N: 13689821.151 E: 2099648.676

BOX CUT WITH X CUT IN CONCRETE SET

ELEV. 674.370' N: 13689741.397 E: 2100119.271

CP #1

CP #5

KEYNOTES

2' SOD502

SEED

C ALL MATERIALS AND EQUIPMENT SHALL BE

PROVIDED AND INSTALLED AS SHOWN IN THE

DETAILS AND AS DESCRIBED IN THE

SPECIFICATIONS, EXCEPT AS OTHERWISE NOTED.

D AFTER GRASS IS ESTABLISHED, AREAS SHALL BE

MOWED BY THE CONTRACTOR TO WHOM THE

DIGGING PERMIT IS ISSUED, TO MAINTAIN A HEIGHT

OF 2-4 INCHES FOR BERMUDA GRASS. THESE AREAS

SHALL BE MOWED UNTIL FINAL INSPECTION AND

ACCEPTANCE.

LEGEND

2' SOD

SEED

EXISTING CONCRETE

SCALE

LANDSCAPING PLAN

A1

1" = 20'

S

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CP # 1

CP # 5

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LANDSCAPING FOR THIS

AREA DONE IN PHASE 1

OF PROJECT, RE: L-100

05/21/2020

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