W912QR23R0007_Plans-0000.pdf

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PHASE 1 SUBMITTAL

M A

Y of Engineers

US Army Corps

Louisville District

G-001

C O

V E

R S

H E

E T

FOR OFFICIAL USE ONLY

JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ

P2#: 474021

T

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DRAWING INDEX

M

B A

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OFFICER EDUCATING SYSTEMS BARRACKS

BUILDING 5406

PROJECT NO.: 93221, FY 2023

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MAY 10, 2023

BUILDING ELEVATIONSA-200

ROOF PLANA-140

THIRD FLOOR PLANA-130

SECOND FLOOR PLANA-120

ENLARGED FLOOR PLANS AND CASEWORK ELEVATIONSA-111

FIRST FLOOR PLANA-110

BASEMENT PLANA-100

EXISTING BUILDING ELEVATIONAD200

THIRD FLOOR DEMOLITION PLANAD130

SECOND FLOOR DEMOLITION PLANAD120

FIRST FLOOR DEMOLITION PLANAD110

BASEMENT DEMOLITION PLANAD100

FIRST FLOOR HAZARDOUS MATERIAL PLANH-110

BASEMENT HAZARDOUS MATERIAL PLANH-100

ELECTRICAL SITE PLANES100

GRADING PLANCG112

GRADING PLANCG111

OVERALL GRADING PLANCG101

SITE PLANCS112

SITE PLANCS111

OVERALL SITE PLANCS101

DEMOLITION PLANCD112

DEMOLITION PLANCD111

DEMOLITION PLANCD101

SITE SURVEYV-112

SITE SURVEYV-111

OVERALL SITE SURVEYV-101

LOCATION AND VICINITY MAPG-201

COVER SHEET / DRAWING INDEXG-001

W

2Q R

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

15 June 2023

W912QR23R0007

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 5406

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

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

RSEY

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

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T . 6

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PHASE 1 SUBMITTAL

M A

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

C/O

C/O

W V

D Y

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WV

W V

W V

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REFRIG.

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

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P A

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GRASS

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GRASS

GRASS

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MTL. DOOR

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DRAIN

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

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S

ID

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SIDEWALK

SIDEWALK

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ID

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P O

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S T E P

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CONC. PAD

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STONE AREA

CONC. PAD

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

FENCED

AREA

C

GRASS

GRASS

BUILDING

F.F EL 151.56

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

C O

N C

C U

R B

UP#JC61305

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

1 2

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

.C

6" T.C.

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

2 4

T .C

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

T.

C

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

6" T.C.

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

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S

ID

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A L

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12" RCP

SIDEWALK

CONC. CURB

C O

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C U

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C U

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COVERED

CONC. PAD

W A

L

LW

A L L

W A

L L

HYDRANT

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

G R

A S

S

G 140.54

TC 141.00

G 140.15

TC 140.55

G 139.94

TC 140.29

G 139.75

TC 140.12

G 139.53

TC 139.93

G 139.16

TC 139.57

G 139.38

TC 139.72

G 139.82

TC 140.17

G 139.51

TC 139.87

G 140.07

TC 140.40

G 139.92

TC 140.32

G 138.88

TC 139.34

G 140.94

TC 141.09

G 142.80

TC 143.19

G 144.47

TC 144.80

G 147.93

TC 148.34

G 148.80

TC 149.13

G 149.19

TC 149.56

G 148.47

TC 148.50

G 146.62

TC 147.25

G 145.36

TC 146.00

143.84

143.95144.49

145.04 145.35

145.87

145.96

146.11

146.07

146.14

146.40

147.34

147.60

147.22

146.92

146.25

146.07

145.88

145.41

144.94

144.87 144.68

144.11

143.96

143.30

145.92 145.14

146.49 145.65

145.82

149.91 149.61

148.21

148.50

146.72

144.80

147.81

143.90

144.82

143.71

143.84

143.63

144.10

144.13

144.58

144.68

1ST STREET

SEVER AVENUE

P E

N N

S Y

L V

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IA

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EL:139.82

E:458218.136

N:431682.718

PK SET

EL:146.43

E:458259.488

N:431227.822

PK SET

C

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8" TERRA-COTTA

BOLL.

RAMP

RAMP??

140 140

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

V-111

V-112

V-101

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GENERAL SITE SURVEY NOTES

O V

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CONTOURS ARE AT ONE FOOT INTERVALS.5.

GEOTREK ENVIRONMENTAL & SURVEYING, LLC.

THE FIELD SURVEY WAS CONDUCTED FEBRUARY 2020 BY 4.

SURVEY FOOT.

VERTICAL DATUM 1988. UNIT OF MEASURE IS U.S.

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.

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RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

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DRAIN, TYP.

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S

ID

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GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

C O

N C

C U

R B

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

T.

C

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

6" T.C.

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

COVERED

CONC. PAD

W A

L

LW

A L L

W A

L L

HYDRANT

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G 140.54

TC 141.00

G 140.15

TC 140.55

G 139.94

TC 140.29

G 139.75

TC 140.12

G 139.53

TC 139.93

G 139.16

TC 139.57

G 139.38

TC 139.72

G 139.82

TC 140.17

G 139.51

TC 139.87

G 140.07

TC 140.40

G 139.92

TC 140.32

G 138.88

TC 139.34

G 140.94

TC 141.09

G 142.80

TC 143.19

G 144.47

TC 144.80

143.84

143.95144.49

145.04 145.35

145.87

145.96

146.11

145.41

144.94

144.87 144.68

144.11

143.96

143.30

143.90

144.82

143.71

143.84

143.63

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

C

8" TERRA-COTTA

BOLL.

RAMP

140 140

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

D

D

D

W V

D Y

H

W V

C

D

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

GRASS

GRASS

GRASS

S

ID

E W

A L

K

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

BUILDING

F.F EL 151.56

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

UP#JC61305

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

1 2

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

6" T.C.

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

2 4

T .C

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

G R

A S

S

G R

A S

S

G R

A S

S

G 147.93

TC 148.34

G 148.80

TC 149.13

G 149.19

TC 149.56

G 148.47

TC 148.50

G 146.62

TC 147.25

G 145.36

TC 146.00

146.07

146.14

146.40

147.34

147.60

147.22

146.92

146.25

146.07

145.88

145.92 145.14

146.49 145.65

145.82

149.91 149.61

148.21

148.50

146.72

144.80

147.81

144.10

144.13

144.58

144.68

SEVER AVENUE

EL:146.43

E:458259.488

N:431227.822

PK SET

C

RAMP??

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

C/O

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

S

D

D

D

D

W V

D Y

H

W V

C

D

D

D

S

D

D

GM

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

C

GRASS

GRASS

BUILDING

F.F EL 151.56

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

C O

N C

C U

R B

UP#JC61305

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

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

G R

A S

S

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

EL:146.43

E:458259.488

N:431227.822

PK SET

C

C

8" TERRA-COTTA

BOLL.

RAMP??

REFRIG.

MTL. DOOR

WASH AREA/

DRAIN

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

S

ID

E W

A L

K

COVERED

STONE AREA

6" T.C.

T .C

T.

C

6" T.C.

COVERED

CONC. PAD

SCREENED

AREA

RAMP

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

CD111

CD112

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

LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL

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.

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

D

D

D

S

D

D

GM

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

C

GRASS

GRASS

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

C O

N C

C U

R B

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

C

8" TERRA-COTTA

BOLL.REFRIG.

MTL. DOOR

WASH AREA/

DRAIN

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

COVERED

STONE AREA

T.

C

6" T.C.

COVERED

CONC. PAD

SCREENED

AREA

RAMP

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

1 1

LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL

REMOVE DRAIN AND COVER.12.

REMOVE CONCRETE RAMP, RAILING, AND FOUNDATION. 11.

CONCRETE CURB.

REMOVE EXISTING BITUMINOUS PAVEMENT AND OPTION:10.

REMOVE EXISTING RAILING.9.

REMOVE FACILITY SIGN.8.

FENCE, COLUMNS, AND CONCRETE PADS.

REMOVE SCREENED AREA INCLUDING7.

REMOVE COVERED CONCRETE PAD.6.

MANHOLE TO REMAIN.

EXISTING ROOF DRAIN LATERAL IN PLACE. CAP AT

PROVIDE FLOWABLE FILL AND ABANDON OPTION:

INSPECT ROOF DRAIN LATERALS.BASE BID:5.

REMOVE ROOF DRAIN LATERAL.OPTION:

INSPECT ROOF DRAIN LATERALS.BASE BID:4.

REMOVE EXISTING STAIRS AND RAILING.3.

EXISTING TREE TO BE REMOVED.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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

D

D

D

W V

D Y

H

W V

C

D

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

GRASS

GRASS

GRASS

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

BUILDING

F.F EL 151.56

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

UP#JC61305

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

G R

A S

S

G R

A S

S

G R

A S

S

EL:146.43

E:458259.488

N:431227.822

PK SET

C

RAMP??

S

ID

E W

A L

K

6" T.C.

T .C

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

LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:5.

REMOVE ROOF DRAIN LATERAL.OPTION:

INSPECT ROOF DRAIN LATERAL.BASE BID:4.

REMOVE EXISTING STAIRS AND RAILING.3.

EXISTING TREE TO BE REMOVED.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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

C/O

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

S

D

D

D

D

W V

D Y

H

W V

C

D

D

D

S

D

D

GM

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

MTL. DOOR

WASH AREA/

DRAIN

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

C

GRASS

GRASS

BUILDING

F.F EL 151.56

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

C O

N C

C U

R B

UP#JC61305

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

1 2

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

6" T.C.

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

2 4

T .C

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

T.

C

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

6" T.C.

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

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

G R

A S

S

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

EL:146.43

E:458259.488

N:431227.822

PK SET

C

C

8" TERRA-COTTA

BOLL.

RAMP??

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

GENERAL SITE NOTESCS111

CS112

CS101

M

M A

Y E

R

B

B

ID

D L E

LEGEND

SIGN

HANDRAIL

CONCRETE SIDEWALK

CONCRETE PAD

ASPHALT PAVEMENT

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.

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

D

D

D

S

D

D

GM

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

MTL. DOOR

WASH AREA/

DRAIN

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

C

GRASS

GRASS

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

C O

N C

C U

R B

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

T.

C

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

6" T.C.

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

C

8" TERRA-COTTA

BOLL.

N

CS111

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET KEYNOTES

LEGEND

SIGN

HANDRAIL

CONCRETE SIDEWALK

CONCRETE PAD

ASPHALT PAVEMENT

J L

O C

K

S

IT

E P

L A

N

3 3

PROVIDE EQUIPMENT PAD. REFER TO MECHANICAL.10.

PROVIDE RAILING.9.

CONCRETE CURB.

PROVIDE BITUMINOUS DRIVEWAY AND OPTION:8.

CANOPY.

PROVIDE CONCRETE SLAB UNDER EXISTING OPTION:7.

PROVIDE 12" CONCRETE MOW STRIP.6.

PROVIDE FACILITY SIGN.5.

REPAIR EXISTING RAMP AND RAILING.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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

D

D

D

W V

D Y

H

W V

C

D

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

GRASS

GRASS

GRASS

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

BUILDING

F.F EL 151.56

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

UP#JC61305

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

1 2

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

6" T.C.

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

2 4

T .C

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

G R

A S

S

G R

A S

S

G R

A S

S

EL:146.43

E:458259.488

N:431227.822

PK SET

C

RAMP??

N

CS112

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET KEYNOTES

LEGEND

SIGN

HANDRAIL

CONCRETE SIDEWALK

CONCRETE PAD

ASPHALT PAVEMENT

J L

O C

K

S

IT

E P

L A

N

3 33

PROVIDE CONCRETE RAMP AND RAILING.8.

COURT.

PROVIDE BITUMINOUS PAVEMENT BASKETBALL OPTION:7.

PROVIDE 12" CONCRETE MOW STRIP.6.

PROVIDE PEDESTRIAN CROSSWALK MARKINGS.5.

SIGNAGE AND MARKINGS.

PROVIDE VAN ACCESSIBLE ADA PARKING SPACE WITH 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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

C/O

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

S

D

D

D

D

W V

D Y

H

W V

C

D

D

D

S

D

D

GM

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

C

GRASS

GRASS

BUILDING

F.F EL 151.56

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

C O

N C

C U

R B

UP#JC61305

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

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

G R

A S

S

G 140.54

TC 141.00

G 140.15

TC 140.55

G 139.94

TC 140.29

G 139.75

TC 140.12

G 139.53

TC 139.93

G 139.16

TC 139.57

G 139.38

TC 139.72

G 139.82

TC 140.17

G 139.51

TC 139.87

G 140.07

TC 140.40

G 139.92

TC 140.32

G 138.88

TC 139.34

G 140.94

TC 141.09

G 142.80

TC 143.19

G 144.47

TC 144.80

G 147.93

TC 148.34

G 148.80

TC 149.13

G 149.19

TC 149.56

G 148.47

TC 148.50

G 146.62

TC 147.25

G 145.36

TC 146.00

143.84

143.95144.49

145.04 145.35

145.87

145.96

146.11

146.07

146.14

146.40

147.34

147.60

147.22

146.92

146.25

146.07

145.88

145.41

144.94

144.87 144.68

144.11

143.96

143.30

145.92 145.14

146.49 145.65

145.82

149.91 149.61

148.21

148.50

146.72

144.80

147.81

143.90

144.82

143.71

143.84

143.63

144.10

144.13

144.58

144.68

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

EL:146.43

E:458259.488

N:431227.822

PK SET

C

C

8" TERRA-COTTA

BOLL.

RAMP??

140 140

CO

MH

CO

CO

COCO

CO

MH

CO

MH

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

CG111

CG112

CG101

M

M A

Y E

R

B

B

ID

D L E

GENERAL GRADING NOTES

J L

O C

K

O V

E R

A L L G

R A

D

IN

G P

L A

N

LEGEND

CLEANOUT

STORM MANHOLE

STORM LINE

MH

CO

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.

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

W V

D Y

H

DY

H

WV

W V

W V

DY

H

WV

D

S

S

D

D

D

S

D

D

GM

STORM MH

RIM=141.09

INV=134.49(12")S

INV=134.09(18")W

INV=134.08(18")E

C O

N C

C O

N C

P A

V

IV

E W

A Y

GRASS

B U

IL

D

IN

G

.0

B U

IL

D

IN

G

.5

GRASS

GRASS

GRASS

GRASS

CONC.

ELEC. BOX

ON CONC. PAD

UTILITY

VAULT

CONC. PAD

OPEN

TO BELOW

EL=136.01

CONC. BELOW

EL=137.67

DN

UP

CONC.

EL=147.32

DRAIN, TYP.

DRAIN

TYP.

SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

SIDEWALK

SIDEWALK

CONC. CURB

CONC. CURB

C O

N C

C U

R B

D O

U B

L L

R

IP

E

S T E P

P O

R C

H

S T E P

P O

R C

H

CONC. PAD

CONC. PAD

C

GRASS

GRASS

G R

A S

S

GRASS GRASS

GRASS

UP#JC61222

UP#JC61221

UP#JC1197NH

C O

N C

C U

R B

SANITARY MH

RIM=146.91

INV=139.86 S

INV=139.79 N

SANITARY MH

RIM=142.47

INV=136.92 S

INV=136.89 E

SANITARY MH

RIM=140.41

INV=134.92

STORM MH

RIM=141.98

INV=138.22(18")W

INV=136.14(12")S

INV=135.68(18")E

STORM MH

RIM=145.22

INV=140.42(6")1

INV=140.10(12")2

INV=140.07(12")3

STORM MH

RIM=143.40

INV=138.12(12")1

INV=137.99(6")2

INV=137.95(6")3

INV=137.85(6")4

INV=137.77(12")5

P

P

18" RCP 18" RCP

RCP

STORM MH

RIM=141.90

INV=138.61

P

DOUBLE YELLOW STRIPE

JC1198NH

UP#

P

T.

C

SIDEWALK

CONC. CURB

C O

N C

C U

R B

C U

R B

W A

L

LW

A L L

W A

L L

HYDRANT

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G 140.54

TC 141.00

G 140.15

TC 140.55

G 139.94

TC 140.29

G 139.75

TC 140.12

G 139.53

TC 139.93

G 139.16

TC 139.57

G 139.38

TC 139.72

G 139.82

TC 140.17

G 139.51

TC 139.87

G 140.07

TC 140.40

G 139.92

TC 140.32

G 138.88

TC 139.34

G 140.94

TC 141.09

G 142.80

TC 143.19

G 144.47

TC 144.80

143.84

143.95144.49

145.04 145.35

145.87

145.96

146.11

145.41

144.94

144.87 144.68

144.11

143.96

143.30

143.90

144.82

143.71

143.84

143.63

1ST STREET

P E

N N

S Y

L V

A

E N

U E

EL:139.82

E:458218.136

N:431682.718

PK SET

C

8" TERRA-COTTA

BOLL.

140 140

MH

CO

CO

CO

MH

MH

N

CG111

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET KEYNOTES

J L

O C

K

G R

A D

IN

G P

L A

N

LEGEND

CLEANOUT

STORM MANHOLE

STORM LINE

MH

CO

FILL EXISTING WINDOW WELL.6.

SUMP PUMP.

REPLACE STAIRWELL DRAIN, ASSOCIATED PIPING AND 5.

PROVIDE STORM DRAIN LINE.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

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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

O F F

IC

E R E

D U

C A

T

IN

G S

Y S

T E

M S B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

M A

Y

W

2Q R

R

_P la ns -0

D

D

D

W V

D Y

H

W V

C

D

SANITARY MH

RIM=150.08

INV=141.78 N

INV=142.43 W

GRASS

GRASS

GRASS

S T E P

P O

R C

H

WINDOW

WELL

TYPICAL

S T E P

P O

R C

H

S T E P

P O

R C

H

BASKETBALL

MTL. DOOR

ROOF DRAIN

TYPICAL

PAVEMENT

AREA

PAVEMENT

BUILDING

F.F EL 151.56

UP#JC61221

UP#JC61311UP#JC61310NH

EDGE OF PAVEMENT

CONC. CURB

UP#JC61305

STORM MH

RIM=145.99

INV=142.36(12")1

INV=142.24(12")2,3

INV=142.09(12")4

INV=141.89(12")5

INV=141.88(12")6

STORM MH

RIM=148.70

INV=142.25(12")W

INV=141.80(12")E

STORM MH

RIM=150.50

INV=146.21(12")S

INV=145.34(12")N

P

P

P

12"

RCP

STORM MH

RIM=143.70

INV=140.70(8")1

INV=140.60(6")2

INV=140.55(6")3

INV=139.90(6")4

INV=139.75(6")5

INV=139.68(6")6

INV=139.19(12")7

B E

N C

H

B E

N C

H

EDGE OF PAVEMENT

S

ID

E W

A L

K

S

ID

E W

A L

K

12" RCP

G R

A S

S

G R

A S

S

G R

A S

S

G 147.93

TC 148.34

G 148.80

TC 149.13

G 149.19

TC 149.56

G 148.47

TC 148.50

G 146.62

TC 147.25

G 145.36

TC 146.00

146.07

146.14

146.40

147.34

147.60

147.22

146.92

146.25

146.07

145.88

145.92 145.14

146.49 145.65

145.82

149.91 149.61

148.21

148.50

146.72

144.80

147.81

144.10

144.13

144.58

144.68

EL:146.43

E:458259.488

N:431227.822

PK SET

C

RAMP??

CO

COCO

CO

N

CG112

M

M A

Y E

R

B

B

ID

D L E

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET KEYNOTES

J L

O C

K

G R

A D

IN

G P

L A

N

LEGEND

CLEANOUT

STORM MANHOLE

STORM LINE

MH

CO

FILL EXISTING WINDOW WELL.3.

PROVIDE ROOF DRAIN LATERAL.2.

PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.

3 3

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

X X

X -X

X -X

X

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

-M

A Y -2

:0

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

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PHASE 1 SUBMITTAL

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MH322

90'60'30'015'30'

GRAPHIC SCALE: 1"=30'-0"

ES100

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SHEET KEYNOTES

(609) 562-5736

BARBARA FOLK

ASA DIX BASE COMMUNICATIONS

:COMMUNICATIONS UTILITY

370-7273(732)

MIKE BROWNFIELD

JCP&L

:ELECTRICAL UTILITY

POWER.

EXISTING PRIMARY ELECTRICAL

EXISTING POWER POLE WITH

LEGEND

T

UNDERGROUND SECONDARY

UNDERGROUND PRIMARY

TRANSFOMER

UP

US

EXACT LOCATION WITH COMCAST.

CONNECTION (POC). CONTRACTOR TO COORDINATE

APPROXIMATE LOCATION FOR CATV POINT OF 6.

EQUIPMENT.

BASEMENT WITH NEW ELECTRICAL SERVICE ENTRANCE

APPROXIMATE LOCATION OF MAIN ELECTRICAL ROOM IN 5.

NEW UNDERGROUND SECONDARY ELECTRICAL 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

EXISTING TRANSFORMER AND TRANSFORMER PADS:2.

ROOM.

NEW PATHWAY TO LOCATION OF NEW COMMUNICATIONS

DEMOLISHED AND REPLACED BY CONTRACTOR. EXTEND

SERVICES FROM MH322 TO BUILDING 5406 WILL BE

EXISTING COPPER AND FIBER OPTIC COMMUNICATIONS 1.

A .D

A V

IS

W

2Q R

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B007

ARMS ST2

B005

B006

UP

UP

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B003

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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

LEAD BASE PAINT ON RAILINGS.

LEAD BASE PAINT ON WALLS.

EXTERIOR DOOR CAULK.

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

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PHASE 1 SUBMITTAL

M A

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

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

AD100

H-100

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STORAGE

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MECHANICAL

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BASEMENT HAZARDOUS MATERIAL PLAN

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OFFICE

OFFICE

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ENTRY

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STUDY AREA

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LODGING

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LODGING

LODGING

LODGING

LODGING

LODGING

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LODGING

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LODGING

LODGING

LODGING

141 140

LODGING LODGING

LODGING

LODGING

LODGING

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STORAGE

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LODGING

107 108

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LODGING

STORAGE

STORAGE

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LODGING

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STORAGE

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118 119

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LODGING

LODGING

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LODGING

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116106B

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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

LEAD BASE PAINT ON RAILINGS.

LEAD BASE PAINT ON WALLS.

EXTERIOR DOOR CAULK.

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:

AD110

H-110

T R

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PHASE 1 SUBMITTAL

M A

Y

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 PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DEMO WALL FOR NEW CRAWL SPACE ACCESS DOOR.

EXISTING HANDRAILS AND GUARDRAILS AND REPLACE.

EXISTING INTERIOR STAIR SHALL REMAIN. REMOVE

RAILINGS TO REMAIN.

EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE AREA FOR NEW PROCESSING COUNTER

REMOVE EXISTING COUNTERTOP AND BASE CABINETS.

TO CIVIL DRAWINGS.

EXISTING EXTERIOR RAMP SHALL BE REMOVED. REFER

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED, REFER TO CIVIL

EXISTING EXTERIOR STAIR HANDRAIL AND GUARDRAILS

EXISTING ARMS VAULT SHALL REMAIN.

REMOVE EXISITNG LOUVER AND PREPARE FOR IN-FILLING.

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:

265'-8"57'-8"

323'-4"

35'-6"22'-2"

AD200

AD200

AD100

AD200

AD100

T R

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BASEMENT DEMOLITION PLAN

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LODGING

LODGING

LODGING

LODGING

LODGING

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LODGING

LODGING

LODGING

141 140

LODGING LODGING

LODGING

LODGING

LODGING

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STORAGE

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LODGING

107 108

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LODGING

STORAGE

STORAGE

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LODGING

LODGING

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118 119

LODGING

LODGING

LODGING

LODGING

LODGING

LODGING

LODGING

LODGING

STAIR

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LODGING

LODGING

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116106B

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PHASE 1 SUBMITTAL

M A

Y

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 PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DEMO WALL FOR NEW CRAWL SPACE ACCESS DOOR.

EXISTING HANDRAILS AND GUARDRAILS AND REPLACE.

EXISTING INTERIOR STAIR SHALL REMAIN. REMOVE

RAILINGS TO REMAIN.

EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE AREA FOR NEW PROCESSING COUNTER

REMOVE EXISTING COUNTERTOP AND BASE CABINETS.

TO CIVIL DRAWINGS.

EXISTING EXTERIOR RAMP SHALL BE REMOVED. REFER

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED, REFER TO CIVIL

EXISTING EXTERIOR STAIR HANDRAIL AND GUARDRAILS

EXISTING ARMS VAULT SHALL REMAIN.

REMOVE EXISITNG LOUVER AND PREPARE FOR IN-FILLING.

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:

265'-8"57'-8"

323'-4"

35'-6"22'-2"

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PHASE 1 SUBMITTAL

M A

Y

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

RE…