Monmouth Pavilion Structure

AREA: 0.4132 ACRES
PIDN:999-99-05-439.00
ZONE: CBD
DEED BOOK: 601 PG: 510

M.H.
0
4
3.
2
5
6
1
3.
2
5
5
2
2
.5
7
522.52
5
2
3
.4
0
5
5 2
2 2 .9 4 5 2 3 .1 5
2 .
6 3 5 2 2 .6
8
3 .2 7
2 5 5
5 ASPHALT PAVEMENT (SEE DETAIL) 2 3 .2
7
2 3 .1
7
8 2
0 9
. .
3 2
5 2 2
2 3
.6
3
5 5 522.13
6.75' CONC. SIDEWALK
5
2
5
2
522.14
3 3
.6
8
.5
9 PROP. 3/4" WAT SERVICE
LINE
9 4
.
8 2
8 2
3 . 5
2
5
6
55
2
0
. 0
1 .
8
2 .5
0
1
2
5
2
3
.8 4 7
0
PROP.
4" SAN LAT
5
2
2 . 4
5
2
2 . 2 521.94 5 2 1 .7
6
0
9
M.H. . 2 L.P.
00.01
(ABANDONED) 32.2
5
7
4
6
9 2
6 1.
2 . 7 .2 . 5 2
L.H. 2 72
7
8 5 5
EX 6" STM (DIP) . 1 5
2 2 2 5
.2 2
K 7 2
PROP. SHELTER .
5 2 3 .4 5 5 2 3 .6 0 TO E R X E C M B AIN W A L FINISH FLOOR: 523.40 0 0 9
9 5
E 5 . 2 2 1
5 2 I
D 2 2 .2
4
.9 6
3 5 S
5 2
.4
0
2
3 .5 .
3 .4 9 4 C 521.39
8 3. 6 5 ASPHALT PAVEMENT (SEE DETAIL) N
5 2 2 3 .4
5 C
O 522.14 5 1
. 8
1
'
6
5
2
5 2
2 .0
2 .0
4
5 2
1 .5
6 5
1
8
4
1
5
521.27
5 2 3 .7 2 5 2 3 . 5 2 3. 2 6 00. 5 9 00.61 00.02 5 5 2 2 . 00.02 2 2 .2 8 00.02 2 1 . 7 4 521.88
2 2 5 2 5
) P
C V ( N A
5
2 3 .0
2 2 3 . 7 2 E B X O X ELEC 523.51 5 2 3 . 0 9 5 2 2
P
.
R
8 7
OP. ELEC LINE
5 2 2 .5 7
5
2 2 .7 3
.3
4
2
2 . 3
6
5
2 2 .5 8
2
. 4 5
5 2 2 .4 0
521.62
5 2 1 .5 7 5 2 0
S 5 525.89 521.59 521.22 .8
6
"
8
M.H.

522.52
5
2
3
.4
0
5
2
3
5 2
.2
7
6
3 2 .6
. 8
2
2
5
5 2 3 .2
7
5 2 3 .1
7
8 2
0 9
. .
3 2
2 2
5 5
522.13
522.14
9
4
.
2
2
5
5
6
1
0
. 5
. 8 2 2
0 .5
1 0
2
521.94
4 7 5 2
4 2 1
2 . 2 . .7 6
2 2
5 5
0
9
.
2
00.01
32.2
6 6
PROP. SHELTER 4 2
. .
2 9 2
FINISH FLOOR: 523.40
5
2
7 5
2
7
5
1.
. 2
7 5
7
8
.
EX 6" STM (DIP) 1 5 2
2
2 .2 5
7 2
2
.
0
9
0
9
.
2
5
2
1
5
.9
2 6
2
.2
4
521.39
5
1
.
522.14 8
1
5
2
2
.0
4
5 2 2 .0
6
5 2 1 .5
5
521.27
1 5
00.9 00.61 00.02 2 2 . 4 00.02 2 2 .2 8 00.02 521.88
5 2 2 .3
4
5 2
2 . 3
5 2 2 .
4 5
5
5 2
1 . 7 4
6 521.62
5 5
2 2
2 2
.7 .5
3 EX WALL 8
5
2
2 5
.4
0
2
1 .5
521.59 7 5
521.22 2
0
.8
6

L.P.
) EX BIKE RACK
C
V
P
(
M
L.P. L.P. T S L.P.
)PID( MTS "6 " 6
L.P.
)
P
C
V
( EX WALL
N
A
S
"
8

4" CONC. (4000 PSI)
1.5" ASPHALT SURFACE
2.5" ASPHALT BASE
6.0" AGGREGATE
4" D.G.A. (SUBGRADE BASE)
PROPOSED SIDEWALK DETAIL
COMPACTED EARTH
PARKING LOT
PAVING DETAIL

GAS
1,298.36 SQ\FT
602.32 SQ\FT
CONCRETE
PAVING
TRASH E
T
T C O N C R E T E GAS TR C A A S N H CONCRETE G P A A S VIN W G S PLANTER GAS WS L.P. CONCRETE PAVING CO PA N V C I R N E G TE L.P. CO PA N V C I R N E G TE CON P C LA R N E TE T R E PAVIN L. G P. GAS GAS CONCRETE PA G V A IN S G L.P. CONCRETE PAVING CONCRETE PAVIN PL G ANTER L.P. GAS W C S ONCRETE PAVI C N A G N C O N C R E E T
E
REPLACE TRASH BIKE RACK REPLACE E
E PLANTER CAN PLANTER
TRAFFIC
TRAFFIC R
POLE
R BOX
T
T
MONMOUTH STREET S
S
h
h TRAFFIC
TRAFFIC BOX t
t POLE REPLACE REPLACE REPLACE REPLACE REPLACE 8
PLANTER PLANTER PLANTER PLANTER PLANTER
7 HYD.
N C R E T E PL T A R NT A E S R H CO PA N V C I R N E G TE L.P. WS GAS CONCRETE PAVING GAS PLANTER L.P. CONCRETE W PA S VING CO PA N V C I R N E G TE L.P. GAS WS CONCRE PL T A E NT P ER AV G IN A G S WS L.P. PLANTE C R ONC W RE S TE PAVING L.P. GAS CONCRETE PA W V S ING PLANTER C O N C R E T
O CAN E
C
514.32 SQ\FT 967.72 SQ\FT
TRAFFIC
244.01 SQ\FT POLE
TRAFFIC
BOX
EXISTING MONMOUTH
STREET PAVING
2-1/2" PAVER
1" ASPHALT
4" CONCRETE
EXISTING MATERIAL TO BE REMOVED
4" CONC. BRICK PATTERN (4000 PSI)
4" D.G.A. (SUBGRADE BASE)
PROPOSED SIDEWALK DETAIL
SITE PLAN
CITY OF NEWPORT
STEVEN A. BERLING Greg Sketch
1"= 20'
KY. ENGINEER 18134
Monmouth Street, 7th - 8th Street
NEWPORT - KENTUCKY
SHEET 2 OF 2
3/17/21
GNITSIXE
BRUC
.CNOC
6" 6"
4.00
EXISTING CONC. SIDEWALK
No. 4 RE-BAR
4,000 PSI CONC.
CONCRETE CURB
AROUND PLANTER AREAS
SCALE: 1" = 1'-0" PLANTER AREA
"6-'1
"6
STAMPED COLORED
CONCRETE SIDEWALK
2" STEEL ELECTRIC DUCT
FOR STREET LIGHTS
TYPICAL SECTION
EXISTING 6" CONCRETE CURB
6.00
E E
T T
E E
D R D R
E C PLANTER E C
P N P N
M O K M O K
A C L AREA A C L
T A T A
S D W S D W
E E E E
R D R D
O I O I
L S L S
O O
C C
6" CONCRETE HEADER CURB
CONCRETE SIDEWALK
00.4
4" D.G.A. (SUBGRADE BASE)
EXISTING MONMOUTH STREET PAVING
2" STEEL ELECTRIC DUCT
FOR STREET LIGHTS
SCALE: 1" = 1'-0"