4_NAMA_151059A_Drawings_Part_2.pdf

PDF 29 MB Posted

Attached to
Rehabilitate Water Systems for Emergency and Potable Water Supply in Potomac Park, Washington DC.
Solicitation number
P16PS01126
Issued by

About this file

Drawings Part 2 of 2

View the file

Other files

Show all 15

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

8''W

UE

G

6''W

12''W

X

XX XX

X

XX XX

8''W

12''W

12''W// // //

X

X

6''W

12''W

S

SS SSSSSS

G

G

G

G

G

S S

S S

S S

S S

S S

S S

S S

SSSS

S S

S S

SS

SS

SS

SS

SS SS

SS

SS

SSSS

SS

SSSSSSSS

UE

UEUE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UEUEUE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UEUEUEUEUEUE

U E

U E

U E

U E

U E

U E

U E

UE

UE

UE

UE

UE

UE

UEUEUEUEUE

UEUEUEUEUEUE

UEUEUEUEUE

UEUEUE

UE

UEUEUE

UEUEUE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

UE

UE

UE

UE

UE

U E

UE

U E

U E

UE

U E

UE

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

UE

UE

UE

UE

UE

UE

UE

UT

UT

U T

U T

U T

U T

U T

U T

U T

U T

U T

UT

UT

U T

U T

U T

U T

U T

U T

U T

U T

U T

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT

UT

UT

UT

UT

UT

UT

UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

SS

SS

SS

S S

SS

SS

S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

SS

SS

SS

S S

S S

S S

S S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S S

S S

S S

S S

S S

UE

UE

UE

UE

UE

UT

UT

UT

UT

UE

UE

UE UE UE UE

UE

UE

UE

UE

G G

G G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G G

G G

G G

G

G

SD

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

UNK

UNK

5.7

7.9

.22

4.9

4.8

6.6

.89

WWWWWWWWWWWWWWWW

W W

W W

W W

W

.32

W W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

''W

W W

W

W

WW

W W

W W

W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W W

W W

W

W W

W W

W W

W W

W W

WWWWW

WW

W

WWW

W

W W

W W

W

W W

W W

W W

W

WWWWW

WW

W W

W

W

8''W 8''W 8''W 8''W

8''W 8''W

8''W

W

8''W

8''W

8''W

8''W

W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W

12''W 12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W 12''W

12''W

12''W 12''W

12''W 12''W

12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W

12''W

12''W

12''W

12''W 12''W 12''W

12''W

12''W

8''W 8''W

6''W 6''W

6''W 6''W

6''W 6''W

8''W 8''W

8''W 8''W

8''W 8''W

8''W

8''W8''W8''W 8''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W 12''W

''W

UE

TO

P=1

1.3

TC=12.09

TC=11.37

TC

=1

0.

M

AC

AD

AM

W

AL

K

M

AC

AD

AM

W

AL

K

BOT=7

.33

TC=11.09TC=11.55

TC=1

0.6

TC

=1

2.

TC=1

0.7

TC=1

0.7

ASPHALT

TID

AL

BASIN

(IN

LE

T B

RID

GE)

POTOMAC RIVER

IN

LE

T

BRID

GE

TID

AL

BASIN

TC=1

6.6

TC=1

6.9

TC=1

6.6

U E

U E

UE

UE

UE

UE

6' C

O N

C W

AL

K

.15

.78

TC=1

6.6

STONE C

OLU

MNS

IR

ON R

AILI

NG

4'

HIG

H

STONEW

ALL

3'

HIG

H

CO

NC

W

ALK

STO

NE C

OLU

MN

.53

TC=1

2.6

TC=1

1.6

TC

=1

0.8

TC=12.09

TC=11.37

TC

=1

0.

9.0

TC=11.09TC=11.55

TC=1

0.6

TC

=1

2.

TC=1

0.7

TC=1

0.7

G=1 5.7

G=1 5.7

G=1 5.1

G=1 5.8

G=1 2.4

G=1 1.5

4"

AMERIC

AN

HOLL

IE

S

" W

HITE

PIN

E

6''W 6''W

6''W

6''W

6''W 6''W

6''W

6''W

6' 'W

6' 'W

6' 'W

G

U E

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U

UE UE

UE

UE

UE

UE UE

UE

UE

UE

UE

UE UE UE

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U T

U T

U T

U T

U T

U T

UT

UT

U T

U T

UT

U T

U T

U T

U T

U T

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT

UT UT

UT

UT

UT

UT

UT

UT

UT UT

UT

UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE

UE

G G

G

G

G

G

G

G

G

G

G G

G G

G G

G G G

G

G

G

G

G

G G

G G

G G

G

G

G

G G G G

G G

G G

G G

G

SD

SD

SD

UNK

UNK

7.

.8

W

W

W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8'' W

''W

8''W

8''W 8''W

8''W 8''W

8''W 8''W

8''W 8''W W

8''W 8''W 8''W 8''W 8''W

W

8''W

8''W 8''W

8''W 8''W

8''W 8''W

8''W 8''W

8''W 8''W

8'' W

8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W 8''W

8''W 8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

W W

X

X X

X

X

X

X

X

X

X

X

X

X

XX

XX

X

X

X

X

X

X

X X

X X

X X

X

X X

X

X X X X

X

X X X X X X X X

X X X

X X

X

XX

X

X l l l ll l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

U E

UE

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U T

U T

U T

UT

UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

UNK

U

UNK

UNK

UNK

5.79

4.86

6.67

12''W 12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W 12''W

12''W

12''W

12''W

12''W

W

X

X

X X

X

X

X

X

X

X

X

X

X X

X X

X

X

X

X

X X

X X

X X

X

X X

X X

X X

X X

X X l l ll l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l lll

SS

SS

SS

SS

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

E U

E U

E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UEUE

UE

UE

UE

UE

UE

U E

U T

U T

U T

U T

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

U N

K

U N

K

U N

K

U N

K

U N

K

4.

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

''W

''W

''W

''W

''W

''W

''W

''W

W

W

W

W

W W

W

W

W

W

W

W

W

W

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

XX

X

XX

X

X

X

X

X l l l l l l l l l l l l l l ll l l l l l ll l l l l l l l l l l ll l l l l l l l l l l l l ll

SS

SS

U E

U E

U E

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U T

U T

U T

U T

U T

G

G

G

G

G G G G G G G

G G

G G G

16.22

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X X

X

X

X X

X X

X X

X X

X X

X

X

X

X

X

X X

X

X

X l ll l l l l l l l l l l l l l l l l l l lll l l l l l l l l l l l

UE

UE

U E

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

UE UE UE

UE

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT

10.32

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

X

X

X

X

X

X

X

X X

X X

X X

X

X X

X X

X X

X

X X

X X

X X

X l l l ll l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l ll l l l l l l l l l l ll l l l l l l l ll l ll l l l l l l l l l l l l l l l l l l ll ll

TOP=11.33

TC

=1

2.

TC

=1

1.

TC=10.64

MACADAM WALK

MACADAM WALK

BOT=7.33

TC

=1

1.

TC

=1

1.

TC=10.64

TC=12.40

TC=10.77

TC=10.71

ASPHALT

(IN

LET BRIDGE)

PO

TO

M

AC

R

IV

ER

INLET

BRIDGE

TIDAL

BASIN

TC=16.69

TC=16.96

TC=16.69

UEUE

UE

UE

UE

UE

6' CONC WALK

15.78

TC=16.60

STONE COLUMNS

IRON RAILING

4' H

IGH

STONEWALL

3' H

IGH

CONC

WALK

STONE COLUMN

12.53

TC=12.68

TC=11.68

TC=10.82

TC

=1 2.

TC

=1

1.

TC=10.64 9.07

TC

=1

1.

TC

=1

1.

TC=10.64

TC=12.40

TC=10.77

TC=10.71

G=15.77

G=15.77 G=15.16

G=15.89

G=12.46

G=11.56 l l l l l l l l l llllll l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l ll l l

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X

X X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X

X

X

X

X X

X X

X ll l l l l l l l

6''W 6''W

6''W

6'' W

6' 'W

6' 'W

6' 'W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

1.

2.

3.

4.

5.

ADDITION GRAVEL SHALL

BE ADDED PERIODICALLY

TO MAINTAIN PROPER

FUNCTION OF THE PAD.

REMOVE GRAVEL

ENTRANCE AND REPLACE

WITH NEW BASE COURSE

PRIOR TO COMPLETION

OF ACCESS ROAD.

A.

B.

4" M

IN 8"

M

IN

X'

50' MIN

1 2

2 3

EXISTING PAVEMENT

OR APPROVED

ACCESS POINT.

25' R, MIN.

CLEAN PIT RUN OR

2 1/2" MINUS GRAVEL

(OR LARGER IF

REQUIRED).

FREE DRAINING

EXCAVATED MATERIAL.

GEOTEXTILE, IF

SPECIFIED.

NOTES:

E

UE

UE

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT

UE

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

SD

SD

SD

UNK

UNK

.89

W

8''W

W

W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

UE

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

UE

UE

UE

UE

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U T

U T

U T

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UE

UE

UE

UE

UE UE UE UE

UE

UE

UE

UE

UE

UE

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W W

W

8''W

8''W 8''W 8''W 8''W 8''W

8''W 8''W

8''W

W

8''W

8'' W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

12''W

12''W

12''W 12''W 12''W

12''W 12''W 12''W 12''W

12''W

12''W 12''W

12''W

12''W 12''W

''W

UE

UE

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UE

UE

UE

UE

UE

UE

UT

UT

UT

UT

UT

UE

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

SD

SD

SD

UNK

UNK

.89

W

8''W

W

W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

12''W

UE

U E

U E

U E

U E

U E

U E

UE

UE

U E

U E

U E

U E

UE

UE

UE

UE

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U T

U T

U T

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UE

T

UE

UE

UE

UE UE UE UE

UE

UE

UE

UE

UE

UE

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W W

W

8''W

8''W 8''W 8''W 8''W 8''W

8''W 8''W

8''W

W

W

8''W

8'' W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

12''W

12''W

12''W 12''W 12''W

12''W 12''W 12''W 12''W

12''W

12''W 12''W

12''W

12''W 12''W

''W

XXXXX

X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X X X X X X X

XXXXXXX

X

XX

XX

X

X X

X

X

X

X

X

X X

X X

X X

X X

XXXXX

X

X X

X X X X X

X

X

XXXXX

G

SS SS SSSS

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE UE UE UE UE UE UE UE UE UE UE UE

UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UT

UT

UT

UT

UT

U T

UT UT UT UT UT

UT

UT

UT

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS

G G G G G

G

G

G

G

G

UNK UNK UNK UNK

7.9

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W

12''W 12''W 12''W 12''W 12''W 12''W 1

12''W

12''W

12''W12''W12''W12''W12''W12''W

12''W12''W12''W12''W12''W

SS SS SS SS SS SS

S

S S

S

U E

UE

UE UE UE UE UE UE UE UE UE UE UE UE UE

UE

UE

UE UE UE UE UE UE UE UE UE UE UE UE

UE

UE UE UE UE UE UE UE UE

UE UE UE UE UE UE UE UE UE

U E

UE UE

UE UE UE UE

UT

UT

UT

UT

SS SS

SS

SS SS SS SS SS SS SS SS SS SS

UNK UNK UNK UNK UNK UNK UNK UNK UNK

UNK UNK UNK

UNK

6.6

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W

U E

UE

UE UE UE UE UE UE

UE UE UE UE

UE

UE UE UE UE UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UE UE

UE

UE

U E

U E

UE

UEUE

UT UT UT

UT UT UT

SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS SS SS SS SS

UNK UNK UNK UNK UNK

UNK

UNK

UNK

UNKUNK

UNK

5.7

4.9

4.8

12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W W W W

W W

W W

W W W W W W

W

12''W 12''W

12''W

8''W O

C

UE

UEUEUEUE

UE

UEUEUEUEUE

UEUEUEUE

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

UE

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

UEUEUEUE

UEUEUEUEUEUE

UEUE

UE

UEUEUEUEUE

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

G G

G G

G G

G

W W

W W

W W

W

W

WW

W

W W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

8''W 8''W

UEUEUE

E

U E

U E

U E

U E

U E

U E

U E

U E

W W

W W

W W

W

W W

W W

W W

W

W W

W W

WWWWWWWWWWWWWW

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

6''W 6''W

6''W 6''W

12''W 12''W 12''W

XXX

X X

X

XX

X

X X

XXXXXXXXX

X X X X X X X X X X X X

U E

U E

UE

UE

UE

U E

U E

U T

U T

U T

U T

U T

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

16.22

WW

W

W W

W

W

W

W

W W

W W

WWWW

W W

''W

''W

''W

''W

''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W 8''W 8''W

8''W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

8''W 8''W 8''W 8''W 8''W

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UEUE

UE

UEUE

UT

UT

UT

UT

W W

W W

W W

W W

W W

WWWWWW

W

W W

W W

W

''W

''W

''W

6''W 6''W 6''W 6''W 6''W 6''W 6''W

X X

X X

X X

X X

X X X X X X X X X

XXXXXXXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXX

X X X X X X X X X

X

TO

P=11.33

TC=12.09

TC=11.37

TC=10.64

MACADAM W

ALK

MACADAM W

ALK

BO

T=7.33

TC=11.09 TC=11.55

TC

=10.64

TC=12.40

TC

=10.77

TC

=10.71

UE

UE

UE

UE

TC

=10.82

TC=12.09

TC=11.37

TC=10.64

9.07

TC=11.09 TC=11.55

TC

=10.64

TC=12.40

TC

=10.77

TC

=10.71

6''W

6''W

6''W 6''W

6''W

6''W

6''W

6''W

ASPHALT

6''W

6''W

6''W 6''W

6''W

6''W

6''W

.8

12''W 12''W 12''W

12''W

12''W 12''W

12''W 12''W 12''W

W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

12''W 12''W

''W

12''W

12''W

12''W12''W12''W12''W

12''W

/ 12''W

8''W O

C

8''W8''W8''W8''W8''W8''W8''W8''W8''W

8' 'W

8' 'W

8' 'W

8' 'W

8' 'W

12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W

12''W 12''W

12''W 12''W 12''W 12''W 12''W

12''W 12''W

FLOW

80"

22"

8"

12'

VARIES

FLOW

12" ON CENTER

VARIES

22"

10'

80"

UE

UE

UE

UE

UE

UT UT

UT UT UT

UT UT UT

UT

UT

UT

UT

UT

UT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS

SS

SS

UE UE UE UE UE UEUT UT UT UT UT

UE UE

UE

G

G

G G G G G G

G

G

G

G G

UNK

UNK

8''W

8''W

8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W

8'' W

8''W 8''W 8''W 8''W 8''W 8''W

8''W

UEUEUE

12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W

12''W

''W

12''W

W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

12''W

''W

4"

UE

UE

UE UE

UE

UE

UE

UT

UT

UT

UT UT UT UT UT UT UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT UT

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSS

SS SS

SS

SS SS SS SS SS SS SS SS

SS

SS

SS

UE UE UE UE UE UE UE

UT UT UT UT UT UT

UE UE

G

G

G

G

G G G G G G G G

G

G

G

G

UNK UNK UNK

8''W

8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8'' W

8''W 8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

12''W

''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

''W

U E

UE

UE

UE UE

UE

UE

UE

T

UT

UT

UT UT UT UT UT UT UT UT UT UT

UT

UT

UT

UT

UT

UT

UT UT UT

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSS

SS SS

SS

SS SS SS SS SS SS SS SS

SS

SS

SS

UE UE UE UE UE UE UE

UT UT UT UT UT UT

UE UE

G

G

G

G

G G G G G G G G

G

G

G

G

G

UNK UNK UNK

8''W

8''W

8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W

8''W 8''W

8''W 8''W 8''W 8''W 8''W 8''W 8''W

W

12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

Ø

01_Coversheet-Layout1
C1_CIVIL NOTES AND LEGEND-Layout1
C2_CIVIL EROSION CONTROL NOTES-Layout1
C3_CIVIL EROSION CONTROL NOTES-Layout1
C4_OVERALL SITE PLAN-Layout1
C5_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C6_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C7_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C8_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C9_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C10_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1
C11_CIVIL EROSION CONTROL DETAILS-Layout1
C12_CIVIL EROSION CONTROL DETAILS-Layout1
C13_CIVIL EROSION CONTROL DETAILS-Layout1
C14_WATERLINE PLAN AND PROFILE_A-Layout1
C15_WATERLINE PLAN AND PROFILE_A-Layout1
C16_WATERLINE PLAN AND PROFILE_B-Layout1
C17_WATERLINE PLAN AND PROFILE_B-Layout1
C18_WATERLINE PLAN AND PROFILE_B-Layout1
C19_WATERLINE PLAN AND PROFILE_B-Layout1
C20_WATERLINE PLAN AND PROFILE_B-Layout1
C21_WATERLINE PLAN AND PROFILE_B-Layout1
C22_WATERLINE PLAN AND PROFILE_B-Layout1
C23_WATERLINE PLAN AND PROFILE_B-Layout1
C24_WATERLINE PLAN AND PROFILE_D-Layout1
C25_WATERLINE PLAN AND PROFILE_E-Layout1
C26_WATERLINE PLAN AND PROFILE_E-Layout1
C27_WATERLINE PLAN AND PROFILE_F-Layout1
C28_WATERLINE PLAN AND PROFILE_G-Layout1
C29_BID OPTION 1 PLAN AND PROFILE-Layout1
C30_BID OPTION 1 PLAN AND PROFILE-Layout1
C31_PAVEMENT RESTORATION PLAN-Layout1
C32_PAVEMENT RESTORATION DETAILS-Layout1
C33_TRAFFIC CONTROL DETAILS-Layout1
C34_TRAFFIC CONTROL DETAILS-Layout1
C35_TRAFFIC CONTROL DETAILS-Layout1
C36_TRAFFIC CONTROL DETAILS-Layout1
C37_WATERLINE TRENCHING DETAILS-Layout1
C38_WATERLINE TRECNHING DETAILS-Layout1
C39_WATER DETAILS-Layout1
C40_WATER DETAILS-Layout1
C41_WATER DETAILS-Layout1
C42_WATER DETAILS-Layout1
C43_WATER DETAILS-Layout1
C44_WATER VAULT DETAILS-Layout1
C45_DC WATER NOTES & FIRE HYDRANT FLOWS-Layout1
Structral
TIDAL BASIN OUTLET BRICGE_As-built_Approaches_1970
TIDAL BASIN OUTLET BRICGE_As-built_Bridge_1941

File details come from the government source that posted it. Updated .