HomeMy WebLinkAboutS-1639 Map 2oya
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REGISTERED
SEPTIC TANK
-
240'_0°
EXISTING
95.70 POWER POLE �I
W1LIMIT_/ ' 700.58 OVERWIliEST T
I
DIRT70RAVEL
PH E
I
EXISTING 2' PVC
FORCE MAIN SEWER
LINE - EXACT DEPTH
& LOCATION UNKNOWN
DIG WITH C.SRE
FENCE W/3
STRANDSBARB
@45•
I
-..�`•�Y^---..,� HEI COPTERHANGER
-�� FIN. FLR ELEV 99.0
96.49
EDGE OF EMTRgG
CONCRETE AREA
96.34
97.97
I
I
I
GATES 50.-011
SEE HANGER BUILDING
DETAILS SEHET Al.
9T78
98.20
96.28
96.22
DIRT/GRASS
3I iT/GRAVEL
?ILE
p E--- POWER
POLE
W/ LIGHT
94.92
9J5.
NEW BASE &
ASPH-j ILTTIHS
AREA
EXISTING
/ 98.90 '
Illj DRAIN
9&84
98.81
Y8.54
CONC.
BOCK
WALL
98.50
98D7
9756
9T52
96.98
\ 9737
12'-lo-
95.43
12'_70"
C }Ttk�I
12 10
G
I2 - $• FLUSH MOUNT LIGHT
FIXTURES W/GREENLENSES:
_
_
EQUALLY SPA® AROL
N
_
-
ONCRE
- -��- fi'E OF CONCRELE
-DGE
P.F. 10.0 W:
- - - _-
- -
_
- SMti-D8•/1'-(PDRAINAGE
SLOPE
- - - - -_ - - -
- ---- - - --- -- - --
- -- - _- - 12' WHPIEPAROMBORDER
AROUND
N
In
- - - - - - -
- --
- - - ITHIGHLEI:ER H WILT
WIDE LETIERS PAINTED
WHITE
SEEnRLLTLRALFOR
SLAB LX-PORMATION
J
2 HELIPAD
DETAIL
q�UE' TH
® Drawing Property of H+W Architects PLLC 2008
t PIPE FROM
TO DAYLIGI
3TAL BUILDING
FriCH
CONCRETE
AREA
98.66
97.73
9735
10036
DIRT/GRAVEL
PILE
GA ffi 99.67
cq 95.86 97.69 97.96
96.06 96A7
NEW BASE &
ASPHALT THIS
AREA
INNER NOTE - ELEVATIONS SHOWN •E EXISTING GRADE
.and
i. o ♦t HOGE OF
�Ir•
EXISTING.�ASPHALT
�♦�PAVING ROADWAY
TO
IRONTON
_4 ROAD
•• • ► ♦♦♦
•SEE HELIPAD
♦��♦ /DETAIL
917-71
Ir
III
04 CALL STATION
• • �. 1 1 ♦♦♦1
1 • 1
�1
I� l
v�♦I♦♦
RATIO
IMF
Foe
PROOF
1
99.8b♦♦♦ ♦ ♦ I,i�I�il . .♦�'� �,,01
• ♦ •
99.92
3son
ur r
a• . c - r 1 •
i r
a.
1 n �
s 29
I
I
S CHAIN LINK V PLEG i
FENCEW/3 BOI.I.ARDS POWER MCTER POWER
GRASS/BUSHES STRANDSBARB POLE POLE
945 W/LIGHT
n (T NNSPRMRS
.
PIPES DISC.
98.08
-_ 96.83
2. OF ASPHHALT PAVING MATERIAL
OVER CRUSHED GRAVEL
7' OF CRT, SHED GRAVEL BASE/ /�,,,�COMPACIED GRADE
OVER COMPACTED GRADE C
NEW PAVING DETAIL
TAPER ASPHALT AS REQUIRED -IN
AREAS TOO THIN PROVIDE ASPHALT
COATING FOR FINISH APPEARANCE 1• ASPHALT TOPPING OVER
EXISTBVOPAV NG -THICKNESS
CAN VARY TO PROVIDE REQUIRED
SLOPE
FILL CRACKS & BROKEN -`TL\G PAVING
SECTIONS OF EXISTING
PAVING & PREP FOR
OVERLAY
OVERLAY PAVING DETAIL
3 PAVING DETAILS
EXISTING CHAIN
LINK FENCE TO
REMAIN
PROVIDE ROLLERS & j
NECESSARY HARDWARE
FOR NEW GATE T OPEN
Wl MOTOR OPERATION
IN THIS DIRECTION
INDEX TO DRAWINGS
CLO
SITE PLAN & DETAILS
ALL
HANGER PLANS,ELEV. & SECTION
S LO
STRUCTURAL NOTES
S2.0
HANGER FOUNDATION PLAN
S2.1
HELIPAD FOUNDATION PLAN
S3.0
FOUNDATION & SLAB
DETAILS
S3.1
FOUNDATION DETAIL
E1.1
ELECTRICAL LEGEND
INOTES
E2.1
ELECTRICAL SPECIFI
ATIONS
E3.1
ELECTRICAL LEGEN
/NOTES
E4.1
ELECTRICAL DETAILS
4 NEW SLIDING GATE
_ TITR-
GATE
Ar,�
mimKINIJ01m
NEW 24 -0- WIDE 6-0- HIGH
SLIDING GATE MOUNTED IN
EXISTINGOPENINGS, PROVIDE
MOTORIZED OPERAIION
CHAIN
H+W
Heiple+Wiedower
Architects Planners
319 Pres. Clinton Avenue
Little Rock, AR 72201
{t)501-707-0115
( f) 501-707-0118
Project No:
HW9-360
Date:
06/15/09
Sheet Title:
Site
Plan & Details
Sheet No:
clou