B3_Amendment_0002_.pdf

Ft. Worth District

OF ENGINEERS

US ARMY CORPS

APPROVAL RECOMMENDED BY:

ON THIS SHEET.

OF ALL DRAWINGS IN THIS SET AS INDEXED

OFFICIAL RECOMMENDATION AND APPROVAL

SIGNATURES AFFIXED BELOW INDICATE

CHIEF, ENGINEERING BRANCH DATE

their employment as required by ER 1110-1-8152 appear on these project documents within the scope of signatures and registration designations of individuals of the U.S. Army Corps of Engineers. The initials or

This project was designed by the Fort Worth District

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

M C

A L L E

N , T

X M

C A

L L E

N T

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C A

L L E

N C

E N

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A L P

R O

C E

S S

IN

G C

E N

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M C

A L L E

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IN

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T

MCALLEN, TEXAS

RIO GRANDE VALLEY SECTOR

22K BUILDING RENOVATION

MCALLEN CENTRAL PROCESSING CENTER (CPC)

SOLICITATION NO. W9126G-15-B-0029

DATED: NOV 2015

M2EDGMLB

Typewritten Text 19 Jan 2016

M2EDGMLB

Typewritten Text

NUMBER

IDENTIFICATION

SHEET

INDEX OF DRAWINGS

TITLE / DESCRIPTION

G-002

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

IN

D

E X O

F D

R A

W

IN

G S

ARCHITECTURAL (BUILDING A)

INTERIOR

STRUCTURAL

MECHANICAL

NUMBER

IDENTIFICATION

SHEET

TITLE / DESCRIPTION

NUMBER

IDENTIFICATION

SHEET

TITLE / DESCRIPTION

TELECOM

ELECTRICAL

FIRE ALARM

PLUMBING

CIVIL

MI003

MI002

MI001

AM901

AM604

AM603

AM602

AM601

AM302

AM301

AM202

AM201

AM102

AM101

AM505

AM504

AM503

AM502

AM501

AM100

AMD101

AM002

AM001

MECHANICAL CONTROL DIAGRAMS

MECHANICAL CONTROL DIAGRAMS

CONTROLS LEGEND

HVAC ISOMETRIC - BUILDING A

MECHANICAL BUILDING A SCHEDULES

MECHANICAL BUILDING A SCHEDULES

MECHANICAL BUILDING A SCHEDULES

MECHANICAL BUILDING A SCHEDULES

MECHANICAL BUILDING A SECTIONS

MECHANICAL BUILDING A SECTIONS

MECHANICAL BUILDING A FLOOR PLAN REFRIGERANT PIPING - AREA A2

MECHANICAL BUILDING A FLOOR PLAN REFRIGERANT PIPING - AREA A1

MECHANICAL BUILDING A FLOOR PLAN DUCTWORK - AREA A2

MECHANICAL BUILDING A FLOOR PLAN DUCTWORK - AREA A1

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL BUILDING A PIPING DIAGRAMS - AREA A2

MECHANICAL BUILDING A PIPING DIAGRAMS - AREA A1

MECHANICAL SITE PLAN - NEW WORK

MECHANICAL SITE PLAN - DEMO

MECHANICAL BUILDING A AND BUILDING B OVERALL PLAN

MECHANICAL LEGEND

AP601

AP502

AP501

AP122

AP121

AP116

AP107

AP106

AP102

AP101

APD102

APD101

AP001

PLUMBING SCHEDULES

TYPICAL BATTERY FIXTURE CONNECTION DETAILS

PLUMBING DETAILS

SANITARY WASTE VENT ISOMETRIC BUILDING A2

SANITARY WASTE VENT ISOMETRIC BUILDING A1

DOMESTIC WATER ISOMETRIC BUILDING A1

SANITARY WASTE FLOOR PLAN BUILDING A2

SANITARY WASTE FLOOR PLAN BUILDING A1

DOMESTIC WATER FLOOR PLAN BUILDING A2

DOMESTIC WATER FLOOR PLAN BUILDING A1

PIPING FLOOR PLAN BUILDING A2 DEMOLITION

PIPING FLOOR PLAN BUILDING A1 DEMOLITION

PLUMBING LEGEND AND GENERAL NOTES

CE101

CD101

CU101

C-501

C-502

C-503

C-504

C-505

CP101

EXISTING CONDITIONS

DEMOLITION PLAN

PAVING PLAN

WATER AND SEWER PLAN

UTILITY DETAILS

UTILITY AND PAVING DETAILS

SIDEWALK AND PAVING DETAILS

PAVING DETAILS

STORAGE CONTAINER DETAILS

CP102 STRIPING PLAN

INTERIOR SIGNAGE SCHEDULE

INTERIOR FINISH LEGEND

INTERIOR FINISH SCHEDULE

SIGNAGE DETAILS

SIGNAGE DETAILS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

FINISH PLAN

SIGNAGE PLAN

FURNITURE PLAN

AI-603

AI-602

AI-601

AI-502

AI-501

AI-203

AI-202

AI-201

AI-103

AI-102

AI-101

INDEX OF DRAWINGS

COVER SHEET

G-002

G-001

AEP112

AEP111

AEP102

AEP101

AEL102

AEL101

AED102

AED101

ES101

ED101

E-703

E-702

E-701

E-602

E-601

E-509

E-508

E-507

E-506

E-505

E-504

E-503

E-502

E-501

E-002

E-001

ELECTRICAL BUILDING A EQUIPMENT POWER PLAN - AREA A2

ELECTRICAL BUILDING A EQUIPMENT POWER PLAN - AREA A1

ELECTRICAL BUILDING A POWER PLAN - AREA A2

ELECTRICAL BUILDING A POWER PLAN - AREA A1

ELECTRICAL BUILDING A LIGHTING PLAN - AREA A2

ELECTRICAL BUILDING A LIGHTING PLAN - AREA A1

ELECTRICAL BUILDING A EXISTING AND DEMOLITION PLAN - AREA A2

ELECTRICAL BUILDING A EXISTING AND DEMOLITION PLAN - AREA A1

ELECTRICAL SITE PLAN - NEW WORK

ELECTRICAL DEMOLITION SITE PLAN

ELECTRICAL SCHEDULES 3

ELECTRICAL SCHEDULES 2

ELECTRICAL SCHEDULES 1

ELECTRICAL ONE-LINE DIAGRAM 2

ELECTRICAL ONE-LINE DIAGRAM 1

LIGHTING DETAILS 3

LIGHTING DETAILS 2

LIGHTING DETAILS 1

LIGHTING FIXTURE SCHEDULE AND LIGHTING CONTROL MATRIX

ELECTRICAL DETAILS 5

ELECTRICAL DETAILS 4

ELECTRICAL DETAILS 3

ELECTRICAL DETAILS 2

ELECTRICAL DETAILS 1

ELECTRICAL GENERAL NOTES AND REFERENCES

ELECTRICAL LEGEND

AETT-601

AETT-501

AETT-401

AET-104

AET-103

AET-102

AET-101

AET-002

AET-001

TELECOM SCHEDULES AND DIAGRAMS

TELECOM DETAILS

TELECOM ENLARGED PLANS

SECURITY BUILDING A FLOOR PLAN - AREA A2

SECURITY BUILDING A FLOOR PLAN - AREA A1

TELECOM BUILDING A FLOOR PLAN - AREA A2

TELECOM BUILDING A FLOOR PLAN - AREA A1

TELECOM/SECURITY GENERAL NOTES, ABBREVIATIONS AND LEGEND 2

TELECOM/SECURITY GENERAL NOTES, ABBREVIATIONS AND LEGEND 1

AA-801

AA-601

AA-509

AA-508

AA-507

AA-506

AA-505

AA-504

AA-503

AA-502

AA-501

AA-403

AA-402

AA-401

AA-301

AA-201

AA-104

AA-103

AA-102

AA-101

AA-002

AA-001

CANOPY FLOOR PLAN

DOOR AND WINDOW SCHEDULES

ROOF DETAILS

SKYLIGHT DETAILS

CEILING DETAILS

WINDOW DETAILS

DOOR DETAILS II

DOOR DETAILS I

MILLWORK DETAILS

PARTITION DETAILS

PARTITION TYPES

WALL SECTIONS

STAIR SECTION AND DETAILS

ENLARGED FLOOR PLANS

BUILDING SECTIONS

ELEVATIONS

BLDG. A ROOF PLAN AND ROOF DEMOLITION

REFLECTED CEILING PLAN

BLDG. A FLOOR PLAN

BLDG. A DEMOLITION PLAN

OVERALL LIFE SAFETY PLAN

GENERAL NOTES AND ABBREVIATIONS

CMU WALL DETAILS

MECHANICAL PLATFORM FRAMING PLAN & DETAILS

GUARD TOWER FRAMING PLAN AND DETAILS

GENERAL STRUCTURAL NOTES AND DETAILS II

GENERAL STRUCTURAL NOTES AND DETAILS I

AS-311

AS-112

AS-111

AS-002

AS-001

AFS101

AFA601

AFA102

AFA101

AFD102

AFD101

AFA001

SMOKE MANAGEMENT SYSTEM

FIRE ALARM RISER DIAGRAM

FIRE ALARM BUILDING A NEW WORK PLAN - AREA A2

FIRE ALARM BUILDING A NEW WORK PLAN - AREA A1

FIRE ALARM BUILDING A DEMOLITION PLAN - AREA A2

FIRE ALARM BUILDING A DEMOLITION PLAN - AREA A1

FIRE ALARM LEGEND

D E

C E

M B

E R

W

G -1

-B -0

S W

G -1

-0

SITE PLANCS101

FIRE PROTECTION

SMOKE MANAGEMENT SYSTEM AREA B

SMOKE MANAGEMENT SYSTEM AREA A

AFS102

AFS101

NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

V k M

C A

L L E

N C

P C G -0

.D

G N

/1

/2

C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e r:

F il e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G

-B S .D

G N

R E

F E

R E

N C

E F

IL

E S

A

B

C

D

1 2 /1

/2

R G

V k M

C A

L L E

N C

P C G -0

.D

G N

:3

:3

A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

M C

A L L E

N T

X

P N :4

F

Y

C E

N T

E R

R

IO

G

R A

N D

E V

A L L E

Y S

E C

T O

R

K B

U

IL

D

IN

G R

E N

O V

A T

IO

N

A L L E

N C

E N

T R

A L P

R O

C E

S S

IN

G

C H

IE

F

C

IV

IL

S

E C

T

IO

N

J A

M E

S W

M C

K E

N Z

IE

P .E

CE101

X

IS

T

IN

G C

O N

D

IT

IO

N S

B .J

E N

S E

N

B .J

E N

S E

N

J .M

C K

E N

Z

IE

UTILITY EASEMENT

EXIST. 20'

URSULA AVENUE

S O

U T

H W

A R

E R

O A

D

C O

N C

R E

T

S

ID

E W

A L

K

CONC. PAD

TRANS. ON

E X

IS

T

B U

IL

D

IN

G

M E

C H

A N

IC

A L

O

O M

OVERHEAD POWER LINES

LP

TREE

TREE

TREE TREE

TREE

TREE

(ASPHALT)

(A S P

H A

L T

EXISTING 2"

T R

U

K

D

C K S

E X

IS

T

IN

G

P A D

D U

M P S T E R

PAD

DUMPSTER

CO

NCRETE

PAV

EM

ENT

G A T E

E X

IS

T

IN

G

GATE

EXISTING

GATE

EXISTING

G A

T E

E X

IS

T

IN

G

E X

IS

T

IN

N C

E

E X

IS

T

N C

E

A S

P H

A

P

V E

M E

N T

ASPHALT PAVEMENT

C O

N C

R E

V E

M E

N T

CONCRETE PAVEMENT

B U

IL

D

IN

G

E X

IS

T

IN

G

C O

D

LPN

T R

A N

S F

O R

M E

R

LP

T R

A N

S F

O R

M E

R

TREE

60'0 30'

SCALE 1" = 30'

CO

CO

CO

CO

S S

12"

W W

W W

W

(22K)

A

BUILDING

(55K)

B

BUILDING

INV. EL. 90.04

RIM EL. 99.04

EXIST MANHOLE

INV. EL. 89.42

RIM EL. 98.72

EXIST MANHOLE

INV. EL. 89.52

EXIST CONNECTION

INV. EL. 90.18

EXIST CLEANOUT

INV. EL. 95.66

TOP EL. 100.45

EXIST CLEANOUT

CO

8"

12"

8"

S S P

V C

SS 6" PVC

S S P

V C

S S P

V C

SS 12"

S S

S S P

V C

E X

S S

P

V C

C O

R P S O

F E

N G

IN

E E

R T W

O R

T H T E

X

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

V -M

C A

L L E

N C

P C -C -C

E .d g n

/7 /2

C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -V -S

P M

D L .d g n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G -B

S .D

G N

R E F E

R E

N C

E F

IL

E S

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -L

E G

E N

D .d g n

A

B

C

D

1 2 /7 /2

R G

V -M

C A

L L E

N C

P C -C -C

E .d g n

:1

:1

A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

X

P N :4

F

Y

C E

N T E

R R

IO

G

R A

N D

E V

A L L E

Y S

E C

T O

R

K B

U

IL

D

IN

G R

E N

O V

A T

A L L E

N C

E N

T R

A L P

R O

C E S S

IN

G

C H

IE

F C

IV

IL

S

E C

T

IO

N

J A

M E S W

M C

K E

N Z

IE

P .E

J A

N U

A R

Y

EXISTING NEW

CURB & GUTTER

LEGEND

FENCE

SANITARY SEWER SERVICE

DOMESTIC WATER SERVICE

SANITARY SEWER MAINLINE

DOMESTIC WATER MAINLINE

STORM DRAIN MAINLINE

PROPERTY LINE

STAGING AREA BOUNDARY

EASEMENT BOUNDARY

PP POWER POLE

FIRE HYDRANT

SANITARY SEWER MANHOLE

WV

WATER VALVE

WATER METERW

CO CO

TWO-WAY CLEANOUT

SANITARY SEWER

LP

LIGHT POLE

TS TRAFFIC SIGN

TPED TELEPHONE PEDESTAL

SIDEWALK

AREA

CONTRACTOR STAGING

NEW CONCRETE

DEMOLISH STRUCTURE

W

NATURAL GAS

PP

WV

CO

LP

TPED

UTILITY EASEMENT

EXIST. 20'

URSULA AVENUE

S O

U T

H W

A R

E R

O A

D

C O

N C

R E

E W

A L

K

CONC. PAD

TRANS. ON

E X

IS

T

B U

IL

D

IN

G

OVERHEAD POWER LINES

LP

TREE

TREE

TREE TREE

TREE

TREE

(ASPHALT)

(A S P

H A

L T

EXISTING 2"

T R

U

C K S

E X

IS

T

IN

G

P A D

D U

M P S T E R

PAD

DUMPSTER

CO

NCRETE

PAV

EM

ENT

G A T E

E X

IS

T

IN

G

GATE

EXISTING

GATE

EXISTING

G A

T E

E X

IS

T

IN

G

E X

IS

T

N C

E

E X

IS

T

N C

E

A S

P H

A

V E

M E

N T

ASPHALT PAVEMENT

C O

N C

R E

V E

M E

N T

CONCRETE PAVEMENT

LPN

T R

A N

S F

O R

M E

R

LP

T R

A N

S F

O R

M E

R

TREE

60'0 30'

SCALE 1" = 30'

CO

CO

CO

CO

W W

W

(22K)

A

BUILDING

(55K)

B

BUILDING

INV. EL. 90.04

RIM EL. 99.04

EXIST MANHOLE

INV. EL. 89.42

RIM EL. 98.72

EXIST MANHOLE

INV. EL. 89.52

EXIST CONNECTION

INV. EL. 90.18

EXIST CLEANOUT

INV. EL. 95.66

TOP EL. 100.45

EXIST CLEANOUT

CO

8"

12"

8"

S S P

V C

SS 6" PVC

S S P

V C

S S P

V C

SS 12"

S S

S S P

V C

E X

S S

P

V C

CD101

D E

M O

L

IT

IO

N P

L A

N

GENERAL NOTES

PAVEMENT, SEE

854 S.F. OF ASPHALT

DEMOLISH APPROX.

SEE GENERAL NOTES

OF CONCRETE SIDEWALK

DEMOLISH APPROX. 820 S.F.

CURB, SEE GENERAL NOTES

23 L.F. OF CONCRETE

DEMOLISH APPROX.

CURB, SEE GENERAL NOTES

4 L.F. OF CONCRETE

DEMOLISH APPROX.

OF ASPHALT, SEE GENERAL NOTES

DEMOLISH APPROX. 92 S.F.

APPROX. 130 S.F.

CONCRETE PAD

DEMOLISH EXISTING

DEMOLITION NOTES

15 x 80 BUILDING, SEE BUILDING

DEMOLISH EXISTING BUILDING

BUILDING DEMOLITION NOTES

21 x 31 BUILDING, SEE

DEMOLISH EXISTING BUILDING

WOODEN SHACK

DEMOLISH EXISTING

APPROX. 14 S.F. EACH

CONCRETE PADS

DEMOLISH 2 EXISTING

APPROX. 12 S.F. EACH

CONCRETE PADS

DEMOLISH 2 EXISTING

A P P

R O

X

S .F

C O

N C

R E

T E P

A D

D E

M O

L

IS

H E

X

IS

T

IN

G

ENCLOSURE

WOODEN DUMPSTER

DEMOLISH EXISTING

APPROX. 77 S.F.

CONCRETE SIDEWALK

DEMOLISH EXISTING

B .J

E N

S E

N

B .J

E N

S E

N

J .M

C K

E N

Z

IE

A P P

R O

X

L .F

C U

R B A

N D G

U T T E

R

D E

M O

L

IS

H E

X

IS

T

IN

G32.1'

21.3'

.7

.8

.2

19.6'

20.1'

5.2'

APPROX. 730 S.F.

APRON AND CURB & GUTTER

DEMOLISH CONCRETE

NEATLY SAWCUT AND

A S P

H A

L T , A

P P

R O

X

S .F

D E

M O

L

IS

H E

X

IS

T

IN

G

C O

R P S O

F E

N G

IN

E E

R T W

O R

T H T E

X

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

V -M

C A

L L E

N C

P C -C -C

D .d g n

/7 /2

C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -V -S

P M

D L .d g n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G -B

S .D

G N

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -L

E G

E N

D .d g n

R E F E

R E

N C

E F

IL

E S

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

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D .d g n

:0

:4

A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

X

P N :4

F

Y

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N T E

R R

IO

G

R A

N D

E V

A L L E

Y S

E C

T O

R

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U

IL

D

IN

G R

E N

O V

A T

A L L E

N C

E N

T R

A L P

R O

C E S S

IN

G

C H

IE

F C

IV

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GENERAL NOTES:

BUILDING DEMOLITION NOTES:

SHALL MATCH THE EXISTING EXTERIOR WALL COLORS.

OR COVERED BY THE DEMOLISHED BUILDINGS. COLORS

OF THE REMAINING BUILDING THAT WERE PATCHED

CONTRACTOR SHALL PAINT THE PORTIONS OF WALLS5.

SMOOTH AND PAINTABLE.

WITH NON-SHRINK GROUT. PATCHED AREAS SHALL BE

OR CONCRETE WALLS OF THE REMAINING 22K BUILDING

CONTRACTOR SHALL PATCH ALL HOLES IN THE CMU 4.

METAL BUILDING.

BE PATCHED AND PAINTED TO MATCH THE EXISTING

THE PENETRATION AREA INTO THE 55K BUILDING SHALL

PIPES AND METAL SUPPORTS SHALL BE DEMOLISHED.

DEMOLISHED TO THE METAL 55K BUILDING. THESE

PVC PIPING CONNECTING THE BUILDING TO BE

DEMOLISHED (WEST SIDE OF THE 22K), THERE IS EXISTING

FOR THE SMALL BUILDING THAT IS SHOWN TO BE3.

EXISTING STRUCTURES AT A MINIMUM SLOPE OF 2%.

ASTM D-1557. FILL AREAS SHALL SLOPE AWAY FROM

COMPACTED TO 95% OF OPTIMUM DENSITY PER

FILL SHALL BE INSTALLED IN 6-INCH LIFTS AND

CONCRETE IS REMOVED WITH COMPACTED FILL.

CONTRACTOR SHALL FILL ALL AREAS WHERE2.

GROUND PIPING AND CONDUITS.

ROOF, ELECTRICAL, HVAC UNITS, AND ABOVE

2-FEET. INCLUDING BUT NOT LIMITED TO THE WALLS,

MATERIALS INCLUDING THE SLAB TO A DEPTH OF

THE 22K BUILDING INCLUDES DEMOLITION OF ALL

DEMOLITION OF THE BUILDINGS ATTACHED TO1.

DEMOLITION WASTE MANAGEMENT REQUIREMENTS

SEE SPECIFICATION 01 74 19 FOR ADDITIONAL6.

THE CITY OF MCALLEN.

RIGHT-OF-WAY, COORDINATE ACTIVITIES WITH

FOR DEMOLITION WITHIN URSULA AVENUE 5.

DURING ALL CONSTRUCTION ACTIVITIES.

EXISTING FENCING SHALL BE PROTECTED4.

CONTRACTION OR EXPANSION JOINT.

SHALL BE DEMOLISHED TO THE NEAREST

ALL SIDEWALKS SHOWN TO BE DEMOLISHED3.

UNIFORM AND STRAIGHT EDGES.

BE NEATLY SAW CUT TO THE FULL DEPTH WITH

REMOVED FOR UTILITY CONSTRUCTION SHALL

ALL CONCRETE AND ASPHALT REQUIRED TO BE2.

CONSTRUCTION OR CONNECTING UTILITIES.

LOCATIONS PRIOR TO COMMENCING

VERIFY BOTH HORIZONTAL AND VERTICAL

SHALL NOTIFY ALL UTILITY COMPANIES AND FIELD

HEREON ARE APPROXIMATE. THE CONTRACTOR

THE LOCATION OF ALL EXISTING UTILITIES SHOWN1.

ADDITIONAL COST TO THE GOVERNMENT.

SHALL BE REPAIRED TO EXISTING CONDITION OR REPLACED AT NO

PROJECT. ALL FENCING DAMAGED DURING CONSTRUCTION ACTIVITIES

EXISTING FENCING AND GATES THROUGHOUT THE DURATION OF THE

ALL EXISTING FENCING SHALL REMAIN. CONTRACTOR SHALL PROTECT ALL16.

WITH THE STARTUP.

BE RESPONSIBLE FOR THE INITIAL START UP AND ALL COSTS ASSOCIATED

CONNECT THE GENERATOR TO THE SERVICE LINE. CONTRACTOR SHALL

PIPING, VALVING, FITTINGS, AND ANY OTHER MATERIALS REQUIRED TO

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY15.

ASSOCIATED WITH THE SERVICE LINE AND CONNECTION INSTALLATION.

CONTRACTOR SHALL ACQUIRE AND PAY FOR ANY PERMITS OR FEES

TO THE GENERATOR PER GENERATOR MANUFACTURER SPECIFICATIONS.

INSTALLATION OF THE NATURAL GAS METER AND CONNECT THE SERVICE

SPECIFICATIONS. CONTRACTOR SHALL ALSO COORDINATE THE

LINE SHALL BE INSTALLED IN ACCORDANCE WITH TEXAS GAS

NATURAL GAS MAINLINE WITH TEXAS GAS. 2-INCH NATURAL GAS SERVICE

CONTRACTOR SHALL COORDINATE THE CONNECTION TO THE EXISTING14.

SHALL BE BORNE BY THE CONTRACTOR.

TO COMPLETE THE PROJECT. COSTS ASSOCIATED WITH THE PERMITS

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED13.

MECHANICAL COMPACTION IS REQUIRED.

NO WATER JETTING OF UTILITIES IS ALLOWED ON THIS PROJECT,12.

HOURS PRIOR TO COMMENCING WORK ON UTILITIES.

CONTRACTOR SHALL NOTIFY THE CITY OF MCALLEN A MINIMUM OF 4811.

WALL OF THE BUILDINGS.

LINES AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR

REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE10.

LOCATIONS AND INVERT ELEVATIONS.

CONNECTIONREFERENCE THE PLUMBING PLANS FOR ALL SERVICE 9.

TO THE O.D. OF THE PIPE.

ALL SEWER LINES SHALL HAVE A MINIMUM COVER OF 4-FEET, MEASURED8.

MEASURED TO THE O.D. OF THE PIPE.

ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 3-FEET,7.

AND STORM OR SANITARY SEWER PIPELINES.

1.5-FOOT VERTICAL CLEARANCE BETWEEN ANY DOMESTIC WATER LINE

THE CONTRACTOR SHALL MAINTAIN A 10-FOOT HORIZONTAL AND6.

SEE SHEETS C-501 THROUGH C-503 FOR UTILITY CONSTRUCTION DETAILS.5.

STANDARD SPECIFICATIONS AND CONSTRUCTION METHODS.

ALL UTILITY CONSTRUCTION SHALL BE IAW THE CITY OF MCALLEN4.

UTILITIES.

COMMENCING CONSTRUCTION OR CONNECTING

HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

CONTRACTOR SHALL FIELD VERIFY BOTH3.

UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.

COMPANIES AND CONTACT THE LOCAL

THE CONTRACTOR SHALL NOTIFY ALL UTILITY2.

UTILITIES THAT ARE NOT SHOWN ON THE DRAWINGS.

AND AS-BUILT DRAWINGS. THERE MAY BE EXISTING

AVAILABLE INCLUDING HISTORICAL SURVEY DATA

WERE ESTABLISHED USING THE BEST INFORMATION

HEREON ARE APPROXIMATE. LOCATIONS SHOWN

THE LOCATION OF ALL EXISTING UTILITIES SHOWN1.

EXISTING NEW

CURB & GUTTER

LEGEND

FENCE

SANITARY SEWER SERVICE

DOMESTIC WATER SERVICE

SANITARY SEWER MAINLINE

DOMESTIC WATER MAINLINE

STORM DRAIN MAINLINE

PROPERTY LINE

STAGING AREA BOUNDARY

EASEMENT BOUNDARY

POWER POLE

FIRE HYDRANT

SANITARY SEWER MANHOLE

WATER VALVE

WATER METERW

CO

TWO-WAY CLEANOUT

SANITARY SEWER

LIGHT POLE

TS TRAFFIC SIGN

TELEPHONE PEDESTAL

SIDEWALK

AREA

CONTRACTOR STAGING

NEW CONCRETE

DEMOLISH STRUCTURE

NATURAL GAS

M E

C H

A N

IC

O M

B U

IL

D

IN

G

E X

IS

T

IN

G

C O

EXIST. 20'

URSULA AVENUE

S O

U T

H W

A R

E R

O A

D

C O

N C

R E

E W

A L

K

CONC. PAD

TRANS. ON

E X

IS

T

B U

IL

D

IN

G

OVERHEAD POWER LINES

LP

TREE

TREE

TREE TREE

TREE

TREE

(ASPHALT)

(A S P

H A

L T

EXISTING 2"

T R

U

C K S

E X

IS

T

IN

G

P A D

D U

M P S T E R

PAD

DUMPSTER

CO

NCRETE

PAV

EM

ENT

G A T E

E X

IS

T

IN

G

GATE

EXISTING

GATE

EXISTING

G A

T E

E X

IS

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IN

G

E X

IS

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N C

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IS

T

N C

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P H

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C O

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LP

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(22K)

A

BUILDING

(55K)

B

BUILDING

INV. EL. 90.04

RIM EL. 99.04

EXIST MANHOLE

INV. EL. 89.42

RIM EL. 98.72

EXIST MANHOLE

INV. EL. 89.52

EXIST CONNECTION

INV. EL. 90.18

EXIST CLEANOUT

INV. EL. 95.66

TOP EL. 100.45

EXIST CLEANOUT

CO

8"

12"

8"

S S P

V C

SS 6" PVC

S S P

V C

S S P

V C

SS 12"

S S

S S P

V C

E X

S S

P

V C

N

60'0 30'

SCALE 1" = 30'

CS101

SEE DETAIL SHEET C-503

CONCRETE SIDEWALK,

OF 4" THICK

PROVIDE APPROX. 820 S.F.

STAGING AREA

CONTRACTOR

SEE NOTE 5

CONTAINERS,

CONNEX SHIPPING

SEE NOTE 8

FOR GENERATOR,

CONCRETE SLAB

STAGING AREA

CONTRACTOR

SEE NOTE 9

SEE GENERAL NOTES

SEE DETAIL F/C-502

ASPHALT PATCH,

PROVIDE APPROX. 854 S.F.

SEE GENERAL NOTES

SEE DETAIL F/C-502

ASPHALT PATCH,

PROVIDE APPROX. 92 S.F.

730 S.F., SEE DETAIL G/C-502

CONCRETE PAD APPROX.

REPLACE DEMOLISHED

MATCH EXISTING

DETAIL SHEET C-503

CURB AND GUTTER, SEE

23 L.F. OF CONCRETE

PROVIDE APPROX.

MATCH EXISTING

DETAIL SHEET C-503

CURB AND GUTTER, SEE

4 L.F. OF CONCRETE

PROVIDE APPROX.

B .J

E N

S E

N

B .J

E N

S E

N

J .M

C K

E N

Z

IE

NEW 4' PEDESTRIAN GATE

ACCESS GATE

DOUBLE SWING

NEW 12'

SCREENING MATERIALS

EXISTING INCLUDING

FENCING , MATCH

NEW CHAINLINK

S

IT

E P

L A

N

6.8'

SEE NOTE 8

FOR ATS,

CONCRETE SLAB

SEE NOTE 11

RAMP, SEE SHEET CP101,

BLEND INTO CONCRETE

TOWARD PARKING LOT,

GRADE AREA TO DRAIN

21.3'

.4

5'

.6

SPECIFICATION

SEE CANOPY

CONCRETE SLAB

NEW 69'x19'

SEE NOTE 13

FENCE, APPROX 150 L.F.

TEMPORARY CONSTRUCTION

SEE NOTE 13

FENCE, APPROX. 160 L.F.

TEMPORARY CONSTRUCTION

C O

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S o li c it a ti o n N u m b e n a m e

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S u b m it te d b y

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P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

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S .d g n

:1

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A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

X

P N :4

F

Y

C E

N T E

R R

IO

G

R A

N D

E V

A L L E

Y S

E C

T O

R

K B

U

IL

D

IN

G R

E N

O V

A T

A L L E

N C

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T R

A L P

R O

C E S S

IN

G

C H

IE

F C

IV

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S

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T

IO

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J A

M E S W

M C

K E

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P .E

J A

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GENERAL NOTES:GENERAL NOTES:

FURTHER DISCUSSED AND FINALIZED DURING THE PRE- CONSTRUCTION MEETING.

OF CONSTRUCTION FENCING SHOWN ON THE PLANS MAY VARY SLIGHTLY AND SHALL BE

REMOVED FROM PROJECT SITE UPON COMPLETION OF THE PROJECT. THE LOCATION

BORDER PATROL SECURITY REQUIREMENTS. ALL TEMPORARY FENCING SHALL BE

ALL TEMPORARY CONSTRUCTION FENCING SHALL BE CHAIN LINK MEETING CUSTOMS AND13.

CONDITION OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED TO EXISTING

FENCING AND GATES THROUGHOUT THE DURATION OF THE PROJECT. ALL FENCING

ALL EXISTING FENCING SHALL REMAIN. CONTRACTOR SHALL PROTECT ALL EXISTING 12.

PROVIDE TEMPORARY IRRIGATION TO ESTABLISH SAID TURFING.

DURING CONSTRUCTION. TURF SHALL MATCH THE EXISTING. CONTRACTOR SHALL

CONTRACTOR SHALL RE-ESTABLISH TURFING ON ALL AREAS DISTURBED OR MODIFIED11.

NEW CURB AND GUTTER SHALL MATCH EXISTING CURB AND GUTTER THAT IS REMOVED.10.

SEE DETAIL E/C-503

SIDEWALK ADJACENT TO PARKING LOT SHALL BE MONOLITHIC CURB AND SIDEWALK,9.

SHALL BE 1V:4H. RE-ESTABLISH TURF IN ALL DISTURBED AREAS.

SMOOTH TRANSITION FROM CONCRETE PAD TO ADJACENT GRADE. MAXIMUM GRADE

ABOVE ADJACENT GRADE. INSTALL COMPACTED FILL AND GRADE TO PROVIDE

SEE SHEET AS-002 FOR DETAILS. ELEVATE THE CONCRETE PAD A MINIMUM OF 6" 8.

CURB UNLESS OTHERWISE NOTED.

ALL DIMENSIONS SHOWN FROM THE CURB ARE MEASURED FROM THE TOP BACK OF7.

SPECIFICATIONS.

SLIGHT VARIANCES. SEE INTERIOR DESIGN SPECIFICATIONS FOR CONTAINER

CONTAINERS. WHERE ELEVATIONS CANNOT BE MET, THE COR MAY APPROVE

ADJACENT EXISTING GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

DETAIL ON SHEET C-505. PAD SHALL BE ELEVATED A MINIMUM OF 6-INCHES ABOVE

SHALL PROVIDE COMPACTED EARTHEN PAD FOR CONTAINERS TO REST ON PER

PLACE CONNEX STORAGE CONTAINERS IN LOCATIONS SHOWN. CONTRACTOR6.

STORAGE CONTAINERS, SEE ELECTRICAL PLANS.

FOR CONTAINER SPECIFICATIONS. PROVIDE ELECTRICAL CONNECTIONS TO

CONTAINERS ARE LEVEL AND ACCESSIBLE. SEE INTERIOR DESIGN SPECIFICATIONS

CONTRACTOR SHALL PROVIDE BLOCKING SUPPORTS TO ENSURE THE

PLACE 3 CONNEX STORAGE CONTAINERS HAVING ELECTRIC COOLING UNITS.5.

MEASURES SHALL BE PROVIDED BY THE CONTRACTOR.

SECURITY IS REQUIRED FOR THE STAGING AREA. ALL ADDITIONAL SECURITY

ON-SITE SECURITY FENCE. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL

STAGING AREA IS LOCATED WITHIN THECOMPLETION OF CONSTRUCTION. THE

STAGING AREA SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION UPON

LOCATION OR AREA SHOWN SHALL BE COORDINATED WITH THE COR. FINAL

CONTRACTOR STAGING AREA IS SHOWN ON THE PLAN. ALTERATIONS TO THE4.

SHALL RESTORE ALL CURB PAINTING THAT IS REMOVED OR DISTURBED.

IN LOCATIONS WHERE CURB REPLACEMENT IS REQUIRED, THE CONTRACTOR3.

RESTORE ALL PAVEMENT STRIPING THAT IS REMOVED OR DISTURBED.

IN AREAS THAT ARE SHOWN TO HAVE NEW PAVEMENT, CONTRACTOR SHALL2.

APPLICABLE CODES.

GOVERNMENT, ANY UTILITY OR SERVICE DAMAGED DURING CONSTRUCT IN IAW

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT NO COST TO THE

AVAILABLE INCLUDING HISTORICAL SURVEY DATA AND AS-BUILT DRAWINGS.

LOCATIONS SHOWN WERE ESTABLISHED USING THE BEST INFORMATION

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. 1.

ADDITIONAL COST TO THE GOVERNMENT.

SHALL BE REPAIRED TO EXISTING CONDITION OR REPLACED AT NO

PROJECT. ALL FENCING DAMAGED DURING CONSTRUCTION ACTIVITIES

EXISTING FENCING AND GATES THROUGHOUT THE DURATION OF THE

ALL EXISTING FENCING SHALL REMAIN. CONTRACTOR SHALL PROTECT ALL16.

WITH THE STARTUP.

BE RESPONSIBLE FOR THE INITIAL START UP AND ALL COSTS ASSOCIATED

CONNECT THE GENERATOR TO THE SERVICE LINE. CONTRACTOR SHALL

PIPING, VALVING, FITTINGS, AND ANY OTHER MATERIALS REQUIRED TO

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY15.

ASSOCIATED WITH THE SERVICE LINE AND CONNECTION INSTALLATION.

CONTRACTOR SHALL ACQUIRE AND PAY FOR ANY PERMITS OR FEES

TO THE GENERATOR PER GENERATOR MANUFACTURER SPECIFICATIONS.

INSTALLATION OF THE NATURAL GAS METER AND CONNECT THE SERVICE

SPECIFICATIONS. CONTRACTOR SHALL ALSO COORDINATE THE

LINE SHALL BE INSTALLED IN ACCORDANCE WITH TEXAS GAS

NATURAL GAS MAINLINE WITH TEXAS GAS. 2-INCH NATURAL GAS SERVICE

CONTRACTOR SHALL COORDINATE THE CONNECTION TO THE EXISTING14.

SHALL BE BORNE BY THE CONTRACTOR.

TO COMPLETE THE PROJECT. COSTS ASSOCIATED WITH THE PERMITS

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED13.

MECHANICAL COMPACTION IS REQUIRED.

NO WATER JETTING OF UTILITIES IS ALLOWED ON THIS PROJECT,12.

HOURS PRIOR TO COMMENCING WORK ON UTILITIES.

CONTRACTOR SHALL NOTIFY THE CITY OF MCALLEN A MINIMUM OF 4811.

WALL OF THE BUILDINGS.

LINES AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR

REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE10.

LOCATIONS AND INVERT ELEVATIONS.

CONNECTIONREFERENCE THE PLUMBING PLANS FOR ALL SERVICE 9.

TO THE O.D. OF THE PIPE.

ALL SEWER LINES SHALL HAVE A MINIMUM COVER OF 4-FEET, MEASURED8.

MEASURED TO THE O.D. OF THE PIPE.

ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 3-FEET,7.

AND STORM OR SANITARY SEWER PIPELINES.

1.5-FOOT VERTICAL CLEARANCE BETWEEN ANY DOMESTIC WATER LINE

THE CONTRACTOR SHALL MAINTAIN A 10-FOOT HORIZONTAL AND6.

SEE SHEETS C-501 THROUGH C-503 FOR UTILITY CONSTRUCTION DETAILS.5.

STANDARD SPECIFICATIONS AND CONSTRUCTION METHODS.

ALL UTILITY CONSTRUCTION SHALL BE IAW THE CITY OF MCALLEN4.

UTILITIES.

COMMENCING CONSTRUCTION OR CONNECTING

HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

CONTRACTOR SHALL FIELD VERIFY BOTH3.

UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.

COMPANIES AND CONTACT THE LOCAL

THE CONTRACTOR SHALL NOTIFY ALL UTILITY2.

UTILITIES THAT ARE NOT SHOWN ON THE DRAWINGS.

AND AS-BUILT DRAWINGS. THERE MAY BE EXISTING

AVAILABLE INCLUDING HISTORICAL SURVEY DATA

WERE ESTABLISHED USING THE BEST INFORMATION

HEREON ARE APPROXIMATE. LOCATIONS SHOWN

THE LOCATION OF ALL EXISTING UTILITIES SHOWN1.

(5 P

L A

C E

S

'x C

O N

N E

X

(3

PLACES

8'x ' C

ONNEX

(3

PLACES

8'x ' C

ONNEX

Y A

R D

M E

C H

A N

IC

A L

C O

N C R

A M

P S

E E S

H E

E T C -5

EXISTING NEW

CURB & GUTTER

LEGEND

FENCE

SANITARY SEWER SERVICE

DOMESTIC WATER SERVICE

SANITARY SEWER MAINLINE

DOMESTIC WATER MAINLINE

STORM DRAIN MAINLINE

PROPERTY LINE

STAGING AREA BOUNDARY

EASEMENT BOUNDARY

PP POWER POLE

FIRE HYDRANT

SANITARY SEWER MANHOLE

WV

WATER VALVE

WATER METERW

CO CO

TWO-WAY CLEANOUT

SANITARY SEWER

LP

LIGHT POLE

TS TRAFFIC SIGN

TPED TELEPHONE PEDESTAL

SIDEWALK

AREA

CONTRACTOR STAGING

NEW CONCRETE

URSULA AVENUE

O

U T

H W

A R

E R

O A

D

CONC. PAD

TRANS. ON

E X

IS

T

B U

IL

D

IN

G

LP

TREE

TREE

TREE TREE

TREE

TREE

(ASPHALT)

(A S P

H A

L T

G A T E

E X

IS

T

IN

G

GATE

EXISTING

GATE

EXISTING

G A

T E

E X

IS

T

IN

G

E X

IS

T

N C

E

E X

IS

T

N C

E

LP

LP

TREE

CO

CO

CO

CO

W W

(22K)

A

BUILDING

CO

(5 P

L A

C E

S

'x C

O N

N E

X

(3

PLACES

8'x ' C

ONNEX

(3

PLACES

8'x ' C

ONNEX

C-505

A

SPECIFICATIONS

SEE CANOPY

CONCRETE PAD,

JOINT, SEE SHEET C-504

LONGITUDINAL CONTRACTION

SEE SHEET C-504

JOINTS SPACED AT 11.5-FEET

3 TRANSVERSE CONTRACTION

12.5-FEET

SPACING SHALL NOT EXCEED

SHALL NOT EXCEED 1.25

BY CONTRACTION JOINTS

TO WIDTH OF SECTIONS FORMED

JOINTS, RATIO OF LENGTH

PROVIDE CONTRACTION

SEE SHEET C-503

CONCRETE SIDEWALK

DETAIL E/C-503

TO PARKING LOT, SEE

SIDEWALK ADJACENT

MONOLITHIC CURB AND

DETAIL F/C-502

ASPHALT PATCH, SEE

DETAIL F/C-502

ASPHALT PATCH, SEE

MATCH EXISTING

NEW CURB AND GUTTER

MATCH EXISTING

NEW CURB AND GUTTER

5.2'

SHEET AS-002

DETAILS 4 & 5 ON

CONCRETE PAD, SEE

MECHANICAL EQUIPMENT

ON SHEET AS-002

PAD, SEE DETAILS 4 & 5

CONCRETE GENERATOR

PERIMETER CONTAINERS

B/C-505, TYP. ALONG

SEE PERIMETER DETAIL

TAPER TO EXISTING,

WITH COMPACTED FILL

CALICHE SURFACE COURSE

JOINT, SEE SHEET C-504

LONGITUDINAL CONTRACTION

S E

E N

O T

SEE NOTE 2

5'

10.5'

2'

.3

4'

.1

.2

.5

.8

.4

19'

SEE NOTE 6

SEE NOTE 7

4'x4' CONCRETE

.1

.3

JOINT, SEE SHEET C-504

TRANSVERSE CONSTRUCTION

24.3'

SEE SPECIFICATIONS.

CONCRETE UNLESS OTHERWISE SPECIFIED,

ALL CONCRETE PAVEMENT SHALL BE 3,500 PSI8.

DETAIL C/C-505.

EXISTING GROUND IN ACCORDANCE WITH

ELEVATION OF GENERATOR PAD. TIE INTO

A/C-503. PAD ELEVATION SHALL MATCH THE

PROVIDE 6" THICK CONCRETE PAD PER DETAIL7.

BB ON SHEET C-505

CONCRETE LIP FOR DRAINAGE, SEE DETAIL

2-FOOT CONCRETE EXTENSION AND ELIMINATE

FOR 6-FEET BETWEEN CONTAINERS, TERMINATE6.

RE-ESTABLISH TURF IN ALL DISTURBED AREAS.

MAXIMUM GRADE SHALL BE 1V:4H.

FROM CONCRETE PAD TO ADJACENT GRADE.

AND GRADE TO PROVIDE SMOOTH TRANSITION

ADJACENT GRADE. INSTALL COMPACTED FILL

CONCRETE PAD A MINIMUM OF 6" ABOVETHE

SEE DETAILS 4 & 5 ON SHEET AS-002. ELEVATE5.

REQUIREMENTS.

SEE SHEET CP102 FOR STRIPING4.

SEE SHEET CS101 FOR LEGEND.3.

C-504

PROVIDE EXPANSION JOINT, SEE SHEET2.

OTHERWISE NOTED. SEE SHEET C-504.

11'-4" O.C. THROUGHOUT RAMP UNLESS

PROVIDE CONTRACTION JOINTS SPACED AT 1.

NOTES:

SEE SHEET C-504

10.6' O.C.

CONTRACTION JOINTS

SEE SHEET C-504

TRANSVERSE CONTRACTION

SEE SHEET C-504

EXPANSION JOINT

SEE SHEET C-504

CONSTRUCTION JOINT

SEE SHEET C-504

EXPANSION JOINT

SEE SHEET C-504

EXPANSION JOINT

20.2'

.6

SEE SHEET C-504

SPACED AT 5'-8" O.C.

CONTRACTION JOINTS

17'

CP101

B .J

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B .J

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P A

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40'0 20'

SCALE 1" = 20'

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E E

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T H T E

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A R

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NUMBER

SEQUENCE

SHEET

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IN

E E

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G B

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C O

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T R

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V -M

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C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

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C A

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P C -C -S

P M

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R E F E

R E

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C S

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EXISTING

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BUILDING

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P lo t s c a le

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Fort Worth District of Engineers

US Army Corps

A c ti o n

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C A

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C S

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DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

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IN

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FLOWLINE

99-FEET LONG AT

4" YELLOW STRIPE

PAVING REQUIREMENTS.

SEE SHEET CP101 FOR OTHER2.

SEE SHEET CS101 FOR LEGEND.1.

NOTES:

(3

PLACES

8'x ' C

ONNEX

(3

PLACES

8'x ' C

ONNEX

(5 P

L A

C E

S

'x C

O N

N E

X

A N

D S

P A

C E

D A

T -F

E E

T O .C

H A

V

IN

G L

E N

G T

H O

F

-F

E E

T P

A

IN

T E

D Y

E L L

O W S

T R

IP

EXIST. 20'

URSULA AVENUE

S O

U T

H W

A R

E R

O A

D

C O

N C

R E

E W

A L

K

CONC. PAD

TRANS. ON

E X

IS

T

B U

IL

D

IN

G

OVERHEAD POWER LINES

LP

TREE

TREE

TREE TREE

TREE

TREE

(ASPHALT)

(A S P

H A

L T

EXISTING 2"

T R

U

C K S

E X

IS

T

IN

G

P A D

D U

M P S T E R

PAD

DUMPSTER

CO

NCRETE

PAV

EM

ENT

G A T E

E X

IS

T

IN

G

GATE

EXISTING

GATE

EXISTING

G A

T E

E X

IS

T

IN

G

E X

IS

T

N C

E

E X

IS

T

N C

E

A S

P H

A

V E

M E

N T

ASPHALT PAVEMENT

C O

N C

R E

V E

M E

N T

CONCRETE PAVEMENT

E X

IS

T

N C

R E

D

LPN

T R

A N

S F

O R

M E

R

LP

T R

A N

S F

O R

M E

R

TREE

60'0 30'

SCALE 1" = 30'

CO

CO

CO

CO

W W

W

(22K)

A

BUILDING

(55K)

B

BUILDING

INV. EL. 90.04

RIM EL. 99.04

EXIST MANHOLE

INV. EL. 89.42

RIM EL. 98.72

EXIST MANHOLE

INV. EL. 89.52

EXIST CONNECTION

INV. EL. 90.18

EXIST CLEANOUT

INV. EL. 95.66

TOP EL. 100.45

EXIST CLEANOUT

CO

8"

12"

8"

S S P

V C

SS 6" PVC

S S P

V C

S S P

V C

SS 12"

S S

S S P

V C

E X

S S

P

V C

CU101

INV. ELEV. 98.7

CLEANOUT, SEE AP-106

INV. ELEV. 96.9

SHEET AP-107

SEE PLUMBING PLAN

SEWER CLEANOUT

CLEANOUT, SEE AP-106

INV. EL. 91.09'

LID EL. - MATCH EX. GRADE

SEE DETAIL D/C-502

TWO WAY SEWER CLEANOUT

W A

T E

R A

N D S

E W

E R P

L A

N

B .J

E N

S E

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E N

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S E E P

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IN

G P

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A N

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S E

W E

R S

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IN

E

SEE PLUMBING PLANS

WITH CLEANOUTS,

SEWER SERVICE LINE

SEE PLUMBING PLANS

WITH CLEANOUTS,

SEWER SERVICE LINE

SEE SHEET CS101

AND ATS PAD

GENERATOR PAD

TEXAS GAS, SEE NOTE 14

GAS MAINLINE BY

CONNECTION TO NATURAL

3'

SERVICE LINE

2" NATURAL GAS

GENERATOR

CONNECT GAS METER TO

C O

R P S O

F E

N G

IN

E E

R T W

O R

T H T E

X

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

V -M

C A

L L E

N C

P C -C -C

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/7 /2

C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

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C

A D

D \C iv il \M o d e l\ R

G V -M

C A

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N C

P C -V -S

P M

D L .d g n

O -E

C S

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C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -L

E G

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D .d g n

O -E

C S

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C

A D

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G V -2 k M

C A

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N C

P C -G -B

S .D

G N

O -E

C S

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C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -S

P M

D L .d g n

R E F E

R E

N C

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O -E

C S

O \B

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C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -G

N M

D L .d g n

O -E

C S

O \B

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C

A D

D \C iv il \M o d e l\ R

G V -M

C A

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P C -C -U

P M

D L .d g n

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B

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V -M

C A

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P C -C -C

U .d g n

:1

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M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

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P N :4

F

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C E

N T E

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R A

N D

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A L L E

Y S

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T O

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D

IN

G R

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O V

A T

A L L E

N C

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A L P

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C E S S

IN

G

C H

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F C

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GENERAL NOTES:

SHALL MATCH THE EXISTING EXTERIOR WALL COLORS.

OR COVERED BY THE DEMOLISHED BUILDINGS. COLORS

OF THE REMAINING BUILDING THAT WERE PATCHED

CONTRACTOR SHALL PAINT THE PORTIONS OF WALLS5.

SMOOTH AND PAINTABLE.

WITH NON-SHRINK GROUT. PATCHED AREAS SHALL BE

OR CONCRETE WALLS OF THE REMAINING 22K BUILDING

CONTRACTOR SHALL PATCH ALL HOLES IN THE CMU 4.

METAL BUILDING.

BE PATCHED AND PAINTED TO MATCH THE EXISTING

THE PENETRATION AREA INTO THE 55K BUILDING SHALL

PIPES AND METAL SUPPORTS SHALL BE DEMOLISHED.

DEMOLISHED TO THE METAL 55K BUILDING. THESE

PVC PIPING CONNECTING THE BUILDING TO BE

DEMOLISHED (WEST SIDE OF THE 22K), THERE IS EXISTING

FOR THE SMALL BUILDING THAT IS SHOWN TO BE3.

EXISTING STRUCTURES AT A MINIMUM SLOPE OF 2%.

ASTM D-1557. FILL AREAS SHALL SLOPE AWAY FROM

COMPACTED TO 95% OF OPTIMUM DENSITY PER

FILL SHALL BE INSTALLED IN 6-INCH LIFTS AND

CONCRETE IS REMOVED WITH COMPACTED FILL.

CONTRACTOR SHALL FILL ALL AREAS WHERE2.

GROUND PIPING AND CONDUITS.

ROOF, ELECTRICAL, HVAC UNITS, AND ABOVE

2-FEET. INCLUDING BUT NOT LIMITED TO THE WALLS,

MATERIALS INCLUDING THE SLAB TO A DEPTH OF

THE 22K BUILDING INCLUDES DEMOLITION OF ALL

DEMOLITION OF THE BUILDINGS ATTACHED TO1.

DEMOLITION WASTE MANAGEMENT REQUIREMENTS

SEE SPECIFICATION 01 74 19 FOR ADDITIONAL6.

THE CITY OF MCALLEN.

RIGHT-OF-WAY, COORDINATE ACTIVITIES WITH

FOR DEMOLITION WITHIN URSULA AVENUE 5.

DURING ALL CONSTRUCTION ACTIVITIES.

EXISTING FENCING SHALL BE PROTECTED4.

CONTRACTION OR EXPANSION JOINT.

SHALL BE DEMOLISHED TO THE NEAREST

ALL SIDEWALKS SHOWN TO BE DEMOLISHED3.

UNIFORM AND STRAIGHT EDGES.

BE NEATLY SAW CUT TO THE FULL DEPTH WITH

REMOVED FOR UTILITY CONSTRUCTION SHALL

ALL CONCRETE AND ASPHALT REQUIRED TO BE2.

CONSTRUCTION OR CONNECTING UTILITIES.

LOCATIONS PRIOR TO COMMENCING

VERIFY BOTH HORIZONTAL AND VERTICAL

SHALL NOTIFY ALL UTILITY COMPANIES AND FIELD

HEREON ARE APPROXIMATE. THE CONTRACTOR

THE LOCATION OF ALL EXISTING UTILITIES SHOWN1.

FURTHER DISCUSSED AND FINALIZED DURING THE PRE- CONSTRUCTION MEETING.

OF CONSTRUCTION FENCING SHOWN ON THE PLANS MAY VARY SLIGHTLY AND SHALL BE

REMOVED FROM PROJECT SITE UPON COMPLETION OF THE PROJECT. THE LOCATION

BORDER PATROL SECURITY REQUIREMENTS. ALL TEMPORARY FENCING SHALL BE

ALL TEMPORARY CONSTRUCTION FENCING SHALL BE CHAIN LINK MEETING CUSTOMS AND13.

CONDITION OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED TO EXISTING

FENCING AND GATES THROUGHOUT THE DURATION OF THE PROJECT. ALL FENCING

ALL EXISTING FENCING SHALL REMAIN. CONTRACTOR SHALL PROTECT ALL EXISTING 12.

PROVIDE TEMPORARY IRRIGATION TO ESTABLISH SAID TURFING.

DURING CONSTRUCTION. TURF SHALL MATCH THE EXISTING. CONTRACTOR SHALL

CONTRACTOR SHALL RE-ESTABLISH TURFING ON ALL AREAS DISTURBED OR MODIFIED11.

NEW CURB AND GUTTER SHALL MATCH EXISTING CURB AND GUTTER THAT IS REMOVED.10.

SEE DETAIL E/C-503

SIDEWALK ADJACENT TO PARKING LOT SHALL BE MONOLITHIC CURB AND SIDEWALK,9.

SHALL BE 1V:4H. RE-ESTABLISH TURF IN ALL DISTURBED AREAS.

SMOOTH TRANSITION FROM CONCRETE PAD TO ADJACENT GRADE. MAXIMUM GRADE

ABOVE ADJACENT GRADE. INSTALL COMPACTED FILL AND GRADE TO PROVIDE

SEE SHEET AS-002 FOR DETAILS. ELEVATE THE CONCRETE PAD A MINIMUM OF 6" 8.

CURB UNLESS OTHERWISE NOTED.

ALL DIMENSIONS SHOWN FROM THE CURB ARE MEASURED FROM THE TOP BACK OF7.

SPECIFICATIONS.

SLIGHT VARIANCES. SEE INTERIOR DESIGN SPECIFICATIONS FOR CONTAINER

CONTAINERS. WHERE ELEVATIONS CANNOT BE MET, THE COR MAY APPROVE

ADJACENT EXISTING GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

DETAIL ON SHEET C-505. PAD SHALL BE ELEVATED A MINIMUM OF 6-INCHES ABOVE

SHALL PROVIDE COMPACTED EARTHEN PAD FOR CONTAINERS TO REST ON PER

PLACE CONNEX STORAGE CONTAINERS IN LOCATIONS SHOWN. CONTRACTOR6.

STORAGE CONTAINERS, SEE ELECTRICAL PLANS.

FOR CONTAINER SPECIFICATIONS. PROVIDE ELECTRICAL CONNECTIONS TO

CONTAINERS ARE LEVEL AND ACCESSIBLE. SEE INTERIOR DESIGN SPECIFICATIONS

CONTRACTOR SHALL PROVIDE BLOCKING SUPPORTS TO ENSURE THE

PLACE 3 CONNEX STORAGE CONTAINERS HAVING ELECTRIC COOLING UNITS.5.

MEASURES SHALL BE PROVIDED BY THE CONTRACTOR.

SECURITY IS REQUIRED FOR THE STAGING AREA. ALL ADDITIONAL SECURITY

ON-SITE SECURITY FENCE. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL

STAGING AREA IS LOCATED WITHIN THECOMPLETION OF CONSTRUCTION. THE

STAGING AREA SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION UPON

LOCATION OR AREA SHOWN SHALL BE COORDINATED WITH THE COR. FINAL

CONTRACTOR STAGING AREA IS SHOWN ON THE PLAN. ALTERATIONS TO THE4.

SHALL RESTORE ALL CURB PAINTING THAT IS REMOVED OR DISTURBED.

IN LOCATIONS WHERE CURB REPLACEMENT IS REQUIRED, THE CONTRACTOR3.

RESTORE ALL PAVEMENT STRIPING THAT IS REMOVED OR DISTURBED.

IN AREAS THAT ARE SHOWN TO HAVE NEW PAVEMENT, CONTRACTOR SHALL2.

APPLICABLE CODES.

GOVERNMENT, ANY UTILITY OR SERVICE DAMAGED DURING CONSTRUCT IN IAW

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT NO COST TO THE

AVAILABLE INCLUDING HISTORICAL SURVEY DATA AND AS-BUILT DRAWINGS.

LOCATIONS SHOWN WERE ESTABLISHED USING THE BEST INFORMATION

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. 1.

ADDITIONAL COST TO THE GOVERNMENT.

SHALL BE REPAIRED TO EXISTING CONDITION OR REPLACED AT NO

PROJECT. ALL FENCING DAMAGED DURING CONSTRUCTION ACTIVITIES

EXISTING FENCING AND GATES THROUGHOUT THE DURATION OF THE

ALL EXISTING FENCING SHALL REMAIN. CONTRACTOR SHALL PROTECT ALL16.

WITH THE STARTUP.

BE RESPONSIBLE FOR THE INITIAL START UP AND ALL COSTS ASSOCIATED

CONNECT THE GENERATOR TO THE SERVICE LINE. CONTRACTOR SHALL

PIPING, VALVING, FITTINGS, AND ANY OTHER MATERIALS REQUIRED TO

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY15.

ASSOCIATED WITH THE SERVICE LINE AND CONNECTION INSTALLATION.

CONTRACTOR SHALL ACQUIRE AND PAY FOR ANY PERMITS OR FEES

TO THE GENERATOR PER GENERATOR MANUFACTURER SPECIFICATIONS.

INSTALLATION OF THE NATURAL GAS METER AND CONNECT THE SERVICE

SPECIFICATIONS. CONTRACTOR SHALL ALSO COORDINATE THE

LINE SHALL BE INSTALLED IN ACCORDANCE WITH TEXAS GAS

NATURAL GAS MAINLINE WITH TEXAS GAS. 2-INCH NATURAL GAS SERVICE

CONTRACTOR SHALL COORDINATE THE CONNECTION TO THE EXISTING14.

SHALL BE BORNE BY THE CONTRACTOR.

TO COMPLETE THE PROJECT. COSTS ASSOCIATED WITH THE PERMITS

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED13.

MECHANICAL COMPACTION IS REQUIRED.

NO WATER JETTING OF UTILITIES IS ALLOWED ON THIS PROJECT,12.

HOURS PRIOR TO COMMENCING WORK ON UTILITIES.

CONTRACTOR SHALL NOTIFY THE CITY OF MCALLEN A MINIMUM OF 4811.

WALL OF THE BUILDINGS.

LINES AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR

REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE10.

LOCATIONS AND INVERT ELEVATIONS.

CONNECTIONREFERENCE THE PLUMBING PLANS FOR ALL SERVICE 9.

TO THE O.D. OF THE PIPE.

ALL SEWER LINES SHALL HAVE A MINIMUM COVER OF 4-FEET, MEASURED8.

MEASURED TO THE O.D. OF THE PIPE.

ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 3-FEET,7.

AND STORM OR SANITARY SEWER PIPELINES.

1.5-FOOT VERTICAL CLEARANCE BETWEEN ANY DOMESTIC WATER LINE

THE CONTRACTOR SHALL MAINTAIN A 10-FOOT HORIZONTAL AND6.

SEE SHEETS C-501 THROUGH C-503 FOR UTILITY CONSTRUCTION DETAILS.5.

STANDARD SPECIFICATIONS AND CONSTRUCTION METHODS.

ALL UTILITY CONSTRUCTION SHALL BE IAW THE CITY OF MCALLEN4.

UTILITIES.

COMMENCING CONSTRUCTION OR CONNECTING

HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

CONTRACTOR SHALL FIELD VERIFY BOTH3.

UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.

COMPANIES AND CONTACT THE LOCAL

THE CONTRACTOR SHALL NOTIFY ALL UTILITY2.

UTILITIES THAT ARE NOT SHOWN ON THE DRAWINGS.

AND AS-BUILT DRAWINGS. THERE MAY BE EXISTING

AVAILABLE INCLUDING HISTORICAL SURVEY DATA

WERE ESTABLISHED USING THE BEST INFORMATION

HEREON ARE APPROXIMATE. LOCATIONS SHOWN

THE LOCATION OF ALL EXISTING UTILITIES SHOWN1.

CO

WCO

.4

P V

C

D R -1

S E

W E

R

S

D R -3

P

V C

CONTRACTOR SHALL PAY FOR ALL CONNECTION FEES.

MCALLEN FOR TAPPING EXISTING WATER MAIN.

CONTRACTOR SHALL COORDINATE WITH THE CITY OF

SHUTOFF VALVE. CONTRACTOR SHALL PAY FOR ALL CONNECTION FEES.

THE CITY OF MCALLEN FOR INSTALLATION OF WATER METER AND

NEW 3"WATER METER. CONTRACTOR SHALL COORDINATE WITH

CONTRACTOR SHALL PAY FOR ALL CONNECTION FEES.

MCALLEN FOR CONNECTION TO THE 12" SEWER MAINLINE.

CONTRACTOR SHALL COORDINATE WITH THE CITY OF

FIELD VERIFY INVERT

INV. EL. 89.15 (EST.)

.3

.5

3.4'

PVC

3" DR-18

SEE PLUMBING PLANS

CONNECT TO BUILDING,

14.5'

11.1'

EXISTING NEW

CURB & GUTTER

LEGEND

FENCE

SANITARY SEWER SERVICE

DOMESTIC WATER SERVICE

SANITARY SEWER MAINLINE

DOMESTIC WATER MAINLINE

STORM DRAIN MAINLINE

PROPERTY LINE

STAGING AREA BOUNDARY

EASEMENT BOUNDARY

PP POWER POLE

FIRE HYDRANT

SANITARY SEWER MANHOLE

WV

WATER VALVE

WATER METERW

CO CO

TWO-WAY CLEANOUT

SANITARY SEWER

LP

LIGHT POLE

TS TRAFFIC SIGN

TPED TELEPHONE PEDESTAL

SIDEWALK

AREA

CONTRACTOR STAGING

NEW CONCRETE

C-501

T

IL

IT

Y D

E T

A

IL

S

F/C-502 OR G/C-502

APPLICABLE DETAIL

CONCRETE PAVING, SEE

CONCRETE OR ASPHALTIC

F/C-502 OR G/C-502

SEE APPLICABLE DETAIL

EXISTING PAVEMENT

THIS SHEET)

(SEE DETAIL B

THIS SHEET)

(SEE DETAIL B

PAVEMENT

REMOVE EXISTING

NEATLY SAWCUT AND

B .J

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A N.T.S.C-501

SANITARY SEWER PIPE BEDDING DETAIL

B

N.T.S.C-501

SANITARY SEWER PIPE BEDDING NOTES

C

N.T.S.C-501

TO MAINLINE CONNECTION DETAIL

SANITARY SEWER SERVICE

REF

REF-

REF

D N.T.S.C-501-

REF E

N.T.S.C-501

TYPICAL VALVE AND VALVE BOX DETAIL

REF F

N.T.S.C-501-

REFCONNECTION AND METER BOX DETAIL

TYPICAL WATER SERVICE

WATERLINE ADJUSTMENT DETAIL

C O

R P

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NUMBER

SEQUENCE

SHEET

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IN

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H

C O

N S

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IN

V -M

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C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -D

T M

D L .d g n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G

-B S .D

G N

R E

F E

R E

N C

E F

IL

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A

B

C

D

1 2 /7 /2

R G

V -M

C A

L L E

N C

P C -C -C -5

.d g n

:0

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A

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DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

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F

Y

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N T

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IO

G

R A

N D

E V

A L L E

Y S

E C

T O

R

K B

U

IL

D

IN

G R

E N

O V

A T

A L L E

N C

E N

T R

A L P

R O

C E

S S

IN

G

C H

IE

F

C

IV

IL

S

E C

T

IO

N

J A

M E

S W

M C

K E

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P .E

J A

N U

A R

Y

C-502

T

IL

IT

Y A

N D P

A V

IN

G D

E T

A

IL

S

B .J

E N

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B .J

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A N.T.S.C-502-

REF

B N.T.S.C-502-

REF

C N.T.S.C-502-

REF

WATERLINE/SEWER LINE CROSSING DETAIL

WATER UTILITIES GENERAL NOTES

UTILITY SEPERATION DETAIL

G N.T.S.C-502-

REF AT TRENCH LOCATIONS

RIGID PAVEMENT PATCHING

D N.T.S.C-502-

REF E

N.T.S.C-502-

REF

F N.T.S.C-502-

REF

TWO-WAY SEWER CLEANOUT DETAIL SEWER SERVICE DROP CONNECTION DTL

FLEXIBLE PAVEMENT PATCHING DETAIL

(W/6" OVERLAP

#3 BAR ALL AROUND

CLEANOUT PLUG

C.I. PIPE RISER

4" MIN. COVER

CONCRETE ENCASEMENT

SEWER MAIN

FINISHED GRADE

CLEANOUT BOX

WITH CLEANOUT BOX

IRON PIPE FURNISHED

SHORT LENGTH OF CAST

CONCRETE COLLAR

COVER

COVER

4" TYP.

" 2

A S R

E Q

U

IR

E D

STANDARD BEND

SEWER LINE

4" MIN. COVER

CONCRETE ENCASEMENT

AS REQUIRED

STACK LENGTH

PVC PIPE RISER

COVER

FINISHED GRADE

WALL

FOUNDATION

W/6" OVERLAP

#3 BAR ALL AROUND

4" TYP.

A S R

E Q

U

IR

E D

PER ASTM D-1557

TO 95% OPTIMUM DENSITY

BASE COURSE, COMPACTED

10" COMPACTED FLEXIBLE THICKNESS 2-1/2"

MATCH EXISTING, MIN.

CONCRETE (TYPE 'D')

HOT MIX ASPHALTIC

SEE SHEET C-501

UTILITY TRENCH

TRENCH WIDTH12" 12"

0.25 GAL/SY, MC-30

BITUMINOUS PRIME COAT,

UNDISTURBED EARTH

PER ASTM D-1557

TO 95% OPTIMUM DENSITY

BASE COURSE, COMPACTED

10" COMPACTED FLEXIBLE

SEE SHEET C-501

UTILITY TRENCH

TRENCH WIDTH12" 12"

UNDISTURBED EARTH

#3 BARS @ 16" O.C.E.W.

6" MIN.

EXISTING

MATCH

3500 PSI

CEMENT CONCRETE

REINFORCED PORTLAND

C O

R P

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IN

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R T W

O R

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IN

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IS

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IC

T

NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

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N C

H

C O

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C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -D

T M

D L .d g n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G

-B S .D

G N

R E

F E

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N C

E F

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A

B

C

D

1 2 /7 /2

R G

V -M

C A

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N C

P C -C -C -5

.d g n

:0

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A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

G -1

-B -0

M C

A L L E

N T

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P N :4

F

Y

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N T

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IO

G

R A

N D

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A L L E

Y S

E C

T O

R

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U

IL

D

IN

G R

E N

O V

A T

A L L E

N C

E N

T R

A L P

R O

C E

S S

IN

G

C H

IE

F

C

IV

IL

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T

IO

N

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M E

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C-503

ID

E W

A L

K A

N D P

A V

IN

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B .J

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A N.T.S.C-503-

REF

C N.T.S.C-503-

REF

TYPICAL SIDEWALK DETAIL

D N.T.S.C-503-

REF

CONCRETE CURB & GUTTER DETAIL II

CURB & GUTTER GENERAL NOTES

B N.T.S.C-503-

REF PARKING STRIPING DETAIL

(1

M

IN

M A

T C

H E

X

IS

T

IN

G

EXISTING PAVEMENT

6"x6" #6 MESH

UNDISTURBED EARTH

PER ASTM D-1557

MAX OPTIMUM DENSITY

AND COMPACTED TO 90%

6" SUBGRADE SCARIFIED

2" CALICHE BASE

2" SAND CUSHION OR

E N.T.S.C-503-

REF MONOLITHIC CURB/SIDEWALK DETAIL

18"

(6" MAX.)

MATCH EXISTING

6"

2.0% MAX.

SLOPE 1.5% MIN.

3. MATCH EXISTING SIDWALK WIDTH.

IN LOCATIONS NOTED ON PLANS.

PARKING LOTS WITHIN THE PROPERTY BOUNDARIES

2. DETAIL APPLIES TO SIDEWALKS ADJACENT TO EXISTING

1. SEE DETAIL A THIS SHEET FOR ADDITIONAL NOTES.

NOTES:

3. MATCH EXISTING SIDWALK WIDTH.

EXISTING (9' MIN.)

SPACING TO MATCH

PAVED AREAS

YELLOW FOR ASPHALT

CONCRETE PAVEMENTS AND

COLOR SHALL BE WHITE FOR

4" REFLECTIVE STRIPING (TYP.)

SEE PLANS

OR CONCRETE RAMP,,

CURB AND GUTTER

C O

R P

S O

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O R

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N G

IN

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IS

T R

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NUMBER

SEQUENCE

SHEET

E N

G

IN

E E

R

IN

G B

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N S

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U C

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C o n tr a c t

N u m b e r:

S o li c it a ti o n N u m b e n a m e

R e v

R e v ie w e d b y

D e s ig n e d b y

S u b m it te d b y

D a te

P lo t s c a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A c ti o n

T ra c k in g N u m b e r

D a te

D e s c ri p ti o n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \C iv il \M o d e l\ R

G V -M

C A

L L E

N C

P C -C -D

T M

D L .d g n

O -E

C S

O \B

P S M c A ll e n \U rs u la A v e \D e s ig n k \1

C

A D

D \G e n e ra l\ R

G V -2 k M

C A

L L E

N C

P C -G

-B S .D

G N

R E

F E

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IL

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A

B

C

D

1 2 /7 /2

R G

V -M

C A

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P C -C -C -5

.d g n

:0

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A

M 3 4 5

DESIGNED BY: DENNIS MICHAEL KELLEY 2014

D ra w n b y

S y m b o l

W

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M C

A L L E

N T

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P N :4

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IN

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A L L E

N C

E N

T R

A L P

R O

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C-504

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JOINT SEALANT

1/2" 1/8"

3/4" 1/8"

INSERT MATERIAL

1/4"

INSERT TYPE

JOINT SEALANT

1/2" 1/8"

3/4" 1/8"

1/8"

SAWED

(SEE SPECS.)

PLUG OR SEAL

CONTRACTION JOINT OPTIONS

JOINT SEALANT

CONSTRUCTION JOINTS

FOR USE WITH JOINT SPACING UP TO 24 FEET

1/2" 1/8"

3/4" 1/8"

JOINT SEALANT

EXPANSION JOINTS

1/2" 1/8"

SEPARATING TAPE

NON-EXTRUDING JOINT FILLER

SEPARATING TAPE

SEPARATING TAPE SEPARATING TAPE

N.T.S.N.T.S.

N.T.S.N.T.S.

1.

NOTES:

LONGITUDINAL CONTRACTION JOINT

BUTT JOINT

16" LONG DOWEL

3/4" DIA. SPACED 12" O.C.

16" LONG DOWEL, 3/4" DIA.

SPACED @ 12" O.C.

2"

3" +/- 3/8"

6"

BUTT JOINT

3" MAX.3" MAX.

DRILL AND GROUT

EXISTING PAVEMENT

2"

3" +/- 3/8"

6"

DOWEL - ONE END PAINTED AND OILED

(TRANS.) OR #5 DEF. STEEL TIE BAR

2'-6" LONG @…