W912QR20R0055_PH2_Plans-0001.pdf

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US Army Corps of Engineers ®

Louisville District

2 3 4 5 6

Mason&Hanger A Dqy&Zimmermann Compaf!Y

F JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ

TRANSIENT TRAINING BARRACKS BUILDING 5502

PROJECT NO.: 92199, FY 2020

C C, E

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B

P2#:481648

FOR OFFICIAL USE ONLY

i' SOLICITATION NO.:

(!) I

I CONTRACT NO.:

;1 j' A ISSUE DATE: JULY 23, 2020 oo _; N -0

ON

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7 8

DRAWING INDEX

G-001 COVER SHEET/ DRAWING INDEX

G-201 LOCATION AND VICINITY MAP

V-101 OVERALL SITE SURVEY

V-111 SITE SURVEY

V-112 SITE SURVEY

CD101

CD111

CD112

CS101

CS111

CS112

CG101

CG111

CG112

ES100

DEMOLITION PLAN

DEMOLITION PLAN

DEMOLITION PLAN

OVERALL SITE PLAN

SITE PLAN

SITE PLAN

OVERALL GRADING PLAN

GRADING PLAN

GRADING PLAN

SITE ELECTRICAL PLAN

H-110 H-120 H-130

FIRST FLOOR HAZARDOUS MATERIAL PLAN

SECOND FLOOR HAZARDOUS MATERIAL PLAN

THIRD FLOOR HAZARDOUS MATERIAL PLAN

AD100

AD110

AD120

AD130

AD200

A-100 A-110 A-120 A-130 A-140 A-200 A-800

BASEMENT DEMOLITION PLAN

FIRST FLOOR DEMOLITION PLAN

SECOND FLOOR DEMOLITION PLAN

THIRD FLOOR DEMOLITION PLAN

EXISTING BUILDING ELEVATION

BASEMENT PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN

BUILDING ELEVATIONS

ENLARGED EXISTING KITCHEN PLAN

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PHASE 2 SUBMITTAL

07August 2020

W912QR20R0055

Phase 2

W

2Q R

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2_ Pl an s-

ARIMS: 200A Disposition: Maintain for 15yrs after construction

4.

3.

2.

1.

SECURITY AND ACCESS NOTES

SCALE:

VICINITY MAP

NOT TO SCALE

NEW JERSEY STATE MAP

NN

SCALE:

ETC.

PASS ROADSIDE INSPECTIONS, LOAD SAFETY INSPECTIONS,

PROOF OF INSURANCE. ALL VEHICLES MUST BE ABLE TO

HAVE A CURRENT ORIGINAL VEHICLE REGISTRATION AND

ALL CONTRACTOR VEHICLES AND DELIVERY VEHICLES MUST

NUMBERS.

BASE McGUIRE-DIX-LAKEHURST CONTACT, NO CELL PHONE

FOR THE DELIVERY, AND A POST PHONE NUMBER FOR THE JOINT

JOINT BASE McGUIRE-DIX-LAKEHURST, AN ADDRESS/LOCATION

DELIVERIES MUST HAVE A VALID POINT OF CONTACT ON

ON JOINT BASE McGUIRE-DIX-LAKEHURST. DRIVERS MAKING

LICENSE. THIS INCLUDES DRIVERS MAKING DELIVERIES

WILL REQUIRE IN THEIR POSSESSION A VALID DRIVER'S

ALL DRIVERS ON JOINT BASE McGUIRE-DIX-LAKEHURST

OFFICE AT (609) 562-2853 FOR PERMISSION.

CONTACT THE CENTRAL NEW JERSEY RESIDENT ENGINEER

BE REPORTED TO IMMIGRATION AUTHORITIES IN ADVANCE.

SECURITY CARD, ETC). ILLEGAL CONTRACTOR PERSONNEL WILL

VALID IDENTIFICATION (PASSPORT, DRIVERS LICENSE, SOCIAL

WORKING AT JOINT BASE McGUIRE-DIX-LAKEHURST REQUIRE

ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL

ADVANCE BY THE CORPS RESIDENT ENGINEER OFFICE.

WORK OUTSIDE OF NORMAL HOURS MUST BE APPROVED IN

MONDAY THROUGH FRIDAY. EXCEPT FEDERAL HOLIDAYS.

NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 PM

TRENTON

NOT TO SCALE

LOCATION MAP

PROJECT LOCATION

BUILDING 5502

FT. DIX, NEW JERSEY

McGUIRE-DIX-LAKEHURST

JOINT BASE

COUNTY

BURLINGTON

GETTING ON THE BASE.

CHARLIE, CONTRACTORS SHOULD EXPECT A 2 HOUR DELAY IN

MISSION. IF THE THREAT CONDITION IS RAISED TO THREATCON

TRAFFIC UNLESS IN DIRECT SUPPORT OF TROOPS AND

THREATCON DELTA, THE BASE WILL BE CLOSED TO OUTSIDE

SHOULD THE SECURITY THREAT CONDITION BE RAISED TO

McGUIRE-DIX-LAKEHURST.

ARE ALLOWED TO BE TRANSPORTED ONTO JOINT BASE

NO KNIVES, GUNS, WEAPONS, EXPLOSIVES, DRUGS, ALCOHOL

6.

5.

295206

38 38

GATE 4

GATE 3

GATE 2

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VISITORS

LOCATION

PROJECT

McGUIRE-DIX-LAKEHURST

JOINT BASE

Township New Hanover

New Egypt

Cookstown

Airport Redwing

Chesterfield

Ridge Cream

Freehold Upper

Township Florence

Mansfield

Polhemustown Crosswicks

PENNSYLVANI

A

NEW

JE

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AFB

McGuire

Fort Dix

Juliustown

Jacobstown Township Plumsted

Township Bordentown

Allentown

Roosevelt

Millstone

Clarksburg

Airport Trenton-Robbinsville

Township Hamilton

White Horse

AFB

McGuire

Township North Hanover

Springfield

Pemberton

Jobstown

Bristol

Hainesport

Browns Mills

Fallsington

Mt Holly Eastampton

Westampton

Timbuctoo

S T

A T

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T . 6

T E

X A S A

V E

ROUTE

SAYLORS P

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SAYLORS POND ROAD

N E

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PHASE 2 SUBMITTAL

W

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6" TERRA-COTTA

T E

R R

A

C O

T T A

R R

A

C O

T T

A

R C

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

P V

C

.C

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A 6

R R

A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

GV

PAVEMENT

B U

IL

D

IN

G

B U

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D

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G

B U

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B U

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G

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ID

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A L

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S

ID

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A L

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ID

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A L

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ID

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A L

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PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

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F R

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Z E

R

F R

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D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

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A

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ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

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CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

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P A

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A Y

P A

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CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

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A L

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HTR.

DY

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GM

P A

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M E

N T

S

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DY

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AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

F .F

L

.2

.8

.0

.9

CONC.

P O

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P A

V E

M E

N T

WASH AREA/

DRAIN

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

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H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

4D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

G 133.18

TC 133.55

G 133.15

TC 133.45

G 132.79

TC 133.12

G 132.51

TC 132.87

G 132.31

TC 132.69

G 131.65

TC 132.23

G 131.50

TC 131.82

G 131.24

TC 131.58

G 130.85

TC 131.00

G 130.37

TC 130.80

G 130.42

TC 130.72

G 130.76

TC 131.16

G 131.03

TC 131.34

G 131.67

TC 131.95

G 132.33

TC 132.69

G 132.84

TC 133.17

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

132.67

133.04

132.88 132.22

132.44

132.93

133.35

133.01

132.90

132.63 132.37

133.02

133.24

133.48

133.75

133.83

133.74

133.19

133.86

133.26 132.59

132.75 132.72

132.84

132.94

133.52

133.11

133.28

133.65

133.89 134.11

133.80

134.53

134.40

134.31

133.89

134.08

133.75 133.04

133.34

133.07

133.58

133.75

133.91

134.03

134.21

133.89

134.76 134.36

134.40

134.61

134.56

134.16

134.14

134.03

133.74133.84

133.60

133.58

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

133.25

133.63 133.52

133.89

133.33

133.53

133.47

133.98 133.95133.40

133.55

133.90

134.86

134.77

134.53

134.60

134.31

134.34

133.60

134.02

133.04

133.44

132.47

132.66

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D

D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' V-101

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CONTOURS ARE AT ONE FOOT INTERVALS.5.

GEOTREK ENVIRONMENTAL & SURVEYING, LLC.

THE FIELD SURVEY WAS CONDUCTED FEBRUARY 2020 BY 4.

VERTICAL DATUM 1988.

OF 1983. VERTICAL DATUM IS NORTH AMERICAN

PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM

HORIZONTAL DATUM IS THE NAD83 NEW JERSEY STATE 3.

MARK-OUTS.

TO THE ACCURACY AND\OR COMPLETENESS OF SAID

CONSTRUED THAT ANY STATEMENT IS BEING MADE AS

IMPLIED HEREON NOR SHOULD IT BE ASSUMED OR

UTILITY COMPANIES. NO STATEMENT IS BEING MADE OR

SURVEY AND MAPPING SUPPLIED BY THE INDIVIDUAL

LOCATED FROM MARK-OUTS PRESENT AT THE TIME OF

UNDERGROUND UTILITIES SHOWN HEREON WERE 2.

UNKNOWN.

WERE NOT VISIBLE AT THE TIME OF SURVEY AND ARE

UNDERGROUND UTILITY SERVICE LINES NOT SHOWN

THE LOCATIONS AND/OR EXISTENCE OF ANY 1.

GENERAL SITE SURVEY NOTESV-111

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PHASE 2 SUBMITTAL

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STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

WASH AREA/

DRAIN

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

G 132.79

TC 133.12

G 132.51

TC 132.87

G 132.31

TC 132.69

G 131.65

TC 132.23

G 131.50

TC 131.82

G 131.24

TC 131.58

G 130.85

TC 131.00

G 130.37

TC 130.80

G 130.42

TC 130.72

G 130.76

TC 131.16

G 131.03

TC 131.34

G 131.67

TC 131.95

G 132.33

TC 132.69

G 132.84

TC 133.17

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

132.67

133.04

132.88 132.22

132.44

132.93

133.35133.83

133.74

133.19

133.86

133.26 132.59

132.75 132.72

132.84

132.94

133.52

133.11 134.40

134.31

133.89

134.08

133.75 133.04

133.34

133.07

133.58

133.75

133.91

134.03

134.03

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

133.25

133.63 133.52

133.89

133.33

133.53

133.47

133.95133.40

133.55

133.90

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D

D

D

RAMP

R A

M P

DN

UP

DN

UP

N

V-111

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E S

U R

V E

Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

V -1

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

S u rv

M a p \5

V -1

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A 6

R R

A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

4D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

1 2

AREA

CONCRETE

COVERED

BASKETBALL

133.35

133.01

132.90

132.63 132.37

133.02

133.24

133.48

133.75

133.83 133.11

133.28

133.65

133.89 134.11

133.80

134.53

134.40 134.03

134.21

133.89

134.53

134.60

134.31

134.34

133.60

134.02

133.04

133.44

132.47

132.66

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

N

V-112

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E S

U R

V E

Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

V -1

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

S u rv

M a p \5

V -1

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

6" TERRA-COTTA

6" TERRA-COTTA

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

TE

R R

A

C O

TT

A

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CD101

M

M A

Y E

R

B

B

ID

D L E

GENERAL DEMOLITION NOTES

J L

O C

K

O V

E R

A L L D

E M

O L

IT

IO

N P

L A

N

PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CD111

CD112

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C D

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

6" TERRA-COTTA

TE

R R

A

C O

TT

A

N

CD111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

D E

M O

L

IT

IO

N P

L A

N

CAP AT MANHOLE TO REMAIN.

EXISTING ROOF DRAIN LATERAL IN PLACE.

PROVIDE FLOWABLE FILL AND ABANDON6.

REMOVE EXISTING RAILING.5.

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.

REMOVE ROOF DRAIN LATERAL.3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C D

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

6" TERRA-COTTA

6" TERRA-COTTA

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

N

CD112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

D E

M O

L

IT

IO

N P

L A

N

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.

REMOVE ROOF DRAIN LATERAL.3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.1

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C D

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CS101

M

M A

Y E

R

B

B

ID

D L E

GENERAL DEMOLITION NOTES

J L

O C

K

O V

E R

A L L S

IT

E P

L A

N

PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CS111

CS112

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

N

CS111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E P

L A

N

PROVIDE RAILING.8.

REPLACE EXISTING GREASE TRAP.7.

PROVIDE ADA COMPLIANT ACCESS RAMP.6.

PROVIDE BITUMINOUS DRIVEWAY.OPTION:5.

PROVIDE 12" CONCRETE MOW STRIP.4.

PROVIDE DETECTABLE WARNING SURFACE.3.

PROVIDE STAIRS AND RAILING.2.

PROVIDE CONCRETE SIDEWALK. 1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

N

CS112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E P

L A

N

4 5

COURT.

PROVIDE BITUMINOUS PAVEMENT BASKETBALL OPTION:5.

PROVIDE 12" CONCRETE MOW STRIP.4.

PROVIDE DETECTABLE WARNING SURFACE.3.

PROVIDE STAIRS AND RAILING.2.

PROVIDE CONCRETE SIDEWALK. 1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

CO

CO

CO

CO

MH

CO

CO

MH

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CG101

M

M A

Y E

R

B

B

ID

D L E

GENERAL DEMOLITION NOTES

J L

O C

K

O V

E R

A L L G

R A

D

IN

G P

L A

N

TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

CONTRACTOR SHALL PROVIDE BACKFILL AS NECESSARY 5.

PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CG111

CG112

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C G

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C G

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

BUILDING

BUILDING

BUILDING

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

CO

CO

MH

N

CG111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

G R

A D

IN

G P

L A

N

FILL EXISTING WINDOW WELL.6.

SUMP PUMP.

REPLACE STAIRWELL DRAIN, ASSOCIATED PIPING AND 5.

PAVEMENT WHERE REMOVED FOR TRENCH.

PROVIDE STORM DRAIN LINE. REPLACE EXISTING 4.

PROVIDE STORM DRAIN MANHOLE.3.

PROVIDE ROOF DRAIN LATERAL.2.

PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C G

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

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B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

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L O

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IS

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L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

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S h e e ts \0

C iv il \5

C G

.d g n

-J

U L -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

CO

CO

CO

MH

CO

CO

N

CG112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

G R

A D

IN

G P

L A

N

3 4

FILL EXISTING WINDOW WELL.5.

PROVIDE STORM DRAIN LINE.4.

PROVIDE STORM DRAIN MANHOLE.3.

PROVIDE ROOF DRAIN LATERAL.2.

PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.

5 5

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C G

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

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R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

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L O

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IS

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L E

K E

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P P ro je c ts \0

\5

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C

A D

B

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S h e e ts \0

C iv il \5

C G

.d g n

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M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

W

2Q R

R

_P H

2_ Pl an s-

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

PAVEMENT

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

T E

X

S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

GM

P A

V E

M E

N T

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

SERVICE

GAS

MTL. DOOR

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

CONC.

CONC. CONC.

BUILDING

BUILDING

BUILDING

TE

R R

A

C O

TT

A

WV

DY

H

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

S a .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

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O D

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D E

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S h e e ts \1

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S a .d g n

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M A

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N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

T

N

90'60'30'015'30'

GRAPHIC SCALE: 1"=30'-0"

SITE ELECTRICAL PLAN

SCALE: 1"=30'

SHEET KEYNOTES

LEGEND

(609) 562-5736

BARBARA FOLK

ASA DIX BASE COMMUNICATIONS

:COMMUNICATIONS UTILITY

370-7273(732)

MIKE BROWNFIELD

JCP&L

:ELECTRICAL UTILITY

T

UNDERGROUND SECONDARY

UNDERGROUND PRIMARY

TRANSFOMER

UP

US

ES100

A

D A

V

IS

T R

A N

S

IE

N T B

A R

R A

C K

S

S

IT

E E

L E

C T

R

IC

A L P

L A

N

A

M O

T T

T

M

IZ

E

POWER.

PRIMARY ELECTRICAL

WITH EXISTING

EXISTING POWER POLE

BASEMENT WITH NEW ELECTRICAL SERVICE EQUIPMENT.

APPROXIMATE LOCATION OF MAIN ELECTRICAL ROOM IN 5.

NEW SECONDARY SERVICE.4.

NEW UNDERGROUND PRIMARY ELECTRICAL SERVICE.3.

JCP&L (ELECTRICAL UTILITY)

TRANSFORMERS TO BE DEMOLISHED AND REPLACED BY

REPLACED BY CONTRACTOR, AND EXISTING

TRANSFORMER PADS TO BE DEMOLISHED AND

TRANSFORMER AND TRANSFORMER PADS: EXISTING 2.

ROOM.

NEW PATHWAY TO LOCATION OF NEW COMMUNICATIONS

DEMOLISHED AND REPLACED BY CONTRACTOR. EXTEND

SERVICES FROM MHC2 TO BUILDINGS 5502 WILL BE

EXISTING COPPER AND FIBER OPTIC COMMUNICATIONS 1.

MHC2

W

2Q R

R

_P H

2_ Pl an s-

UP

UP

.S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H -1

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

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E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

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IC

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A T

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N N

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D E

S

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N E

D B

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A

M A

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US Army Corps

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A rc h \5

H -1

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A N

G E

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J O

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T B

A S

E M

C G

U

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E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

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L A

C E

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A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

J U

L Y

W

Q R

R

PHASE 2 SUBMITTAL

GENERAL NOTES

EACH MATERIAL

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT P -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

3.

2.

1.

TAG NOTES

HAZARDOUS MATERIAL

EXTERIOR DOOR CAULK

EXTERIOR WINDOW CAULK

(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN 12" X 12"

GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)

GRAY (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)

GREEN (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ BOTTOM LAYER OF

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

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

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

H-110

H-110

T R

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COMPOSITE FIRST FLOOR HAZARDOUS MATERIAL PLAN

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SHEET ID

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2 3 4 5 6 7 8 9 10

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US Army Corps

C A

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G O

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L E D

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IN

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IN

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PHASE 2 SUBMITTAL

GENERAL NOTES

EACH MATERIAL

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT P -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

3.

2.

1.

TAG NOTES

HAZARDOUS MATERIAL

EXTERIOR DOOR CAULK

EXTERIOR WINDOW CAULK

(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN 12" X 12"

GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)

GRAY (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)

GREEN (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ BOTTOM LAYER OF

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

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

48'32'16'08'16'

H-120

H-120

T R

A N

S

IE

N T B

A R

R A

C K

S

R P

R O

C T

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R P

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N

SECOND FLOOR HAZARDOUS MATERIAL PLAN

S E

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US Army Corps

C A

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PHASE 2 SUBMITTAL

GENERAL NOTES

EACH MATERIAL

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT P -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

3.

2.

1.

TAG NOTES

HAZARDOUS MATERIAL

EXTERIOR DOOR CAULK

EXTERIOR WINDOW CAULK

(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN 12" X 12"

GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)

GRAY (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)

GREEN (BOTTOM LAYER) VINYL FLOOR TILE.

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ BOTTOM LAYER OF

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

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

48'32'16'08'16'

H-130

H-130

T R

A N

S

IE

N T B

A R

R A

C K

S

R P

R O

C T

O R

R P

R O

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THIRD FLOOR HAZARDOUS MATERIAL PLAN

T H

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M A

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N T T

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PHASE 2 SUBMITTAL

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

REMOVE EXISTING DOOR AND FRAME INCLUDING ALL

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN…