HomeMy WebLinkAboutZ-8066 Map 3Building Classification and Footprint Dimensions
Key
Building Use
Width
Length
Area
Eave Height
N
1" = 60'
,N 88°55'32" W — 1081.43'
(ft,)
(ft.)
(sq.ft.)
(ft.)
1
Operations/Maintenance
75
30
2,250
18
2
Blower/Generator
120
40
4,800
22
3
Headworks
65
65
4,225
22
4
Aeration Basin'
130
130
16,900
20
5
Clarifiers'
130
100
13,000
20
6
UV Disinfection
75
50
3,750
22
7
Sludge Storage
120
75
9,000
22
8
Solids Handling
140
80
11,200
24
9
Aeration Odor Control
60
100
6,000
22
PROPOSED METAL ROOFS SHALL BE OF COLORED — NON REFLECTIVE METAL.
Total Structure Coverage
71,125
BUFFER AREAS ARE TO BE PROTECTED BY ORANGE — CONTRACTORS FENCING ERECTED PRIOR TO SITE WORK.
' The basins will be covered with a pre -cast concrete "T" with a membrane drainage system
and soil
to support vegetation
DRIVEWAY WIDTHS ARE 20' UNLESS OTHERWISE NOTED.
8.
DESIGNATED CONTRACTOR'S STORAGE AREA SHALL BE STABILIZED & PLANTED IN ACCORDANCE WITH CITY OF LITTLE
x
x 24'
SECURITY GATE ENTRANCE r
x
R2
50' UNDISTURBED
BUFFER (MIN)
S 88°55'32" E — ?081.43'
X x x x x x
r 24'
PAVED SURFACE
SECURITY FENCE
X x x
—'8 WL 8 WL— 8 WL — 8 WL 8 WL 8 WL — 8 WL� 8 WL — 8 WL — 8
R1 — — — — L — — — — — — — — —
II I 'SEE NOTE 7 —'
III FUTURE I I FUTURE
II
w
II FUTURE I I FUTURE
I II
m II
R3 R2
8 WL 8 L WL WL 8 WL 8
R
R4 1 Fr2
M
FUTURE
FUTURE
—8 WL—8 WL—8 WL
PAVED SURFACE
1
8 WL
Iv
J
3
au
I
is x --r— x x x I---_� X
SID 500
I 50' EASEMENT
R1
oC
O
W
RIGHT OF WAY i
-
REMARKS
PROJ
FILE NAME:
N
1" = 60'
,N 88°55'32" W — 1081.43'
M
R'
X
X X X X X X X X X
R2
j1 z
J
Z
o -
KV
LATTICE
TOWER
AP&L ROW
208'
9' 16'
SID 500 \
50' EASEMENT
�� Within AP&L
x 11.03 ACRES
20' WEST OF AP&L / ight—Of—Way
S 88°26'42" E 1026.71'
X x�--- X X
�. X7.95'
o
x
RIGHT OF WAY i
-
REMARKS
PROJ
FILE NAME:
N
1" = 60'
,N 88°55'32" W — 1081.43'
LITTLE ROCK
O WASTEWATER
UTILITY
LITTLE MAUMELLE WASTEWATER
TREATMENT FACILITY
X X X X X X
X
X X X X X X X X X
TYPICAL PARKING DETAIL
x
NTS 50' UNDIST,RBED
�
I
BUFFER (MIN)
DESIGNATED
GENERAL NOTES
cn
x
`
PROVIDED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER AND ARKANSAS
9.
PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER.
1.
BACKFLOW PREVENTION WILL BE
REQUIREMENTS.
10.
GRADING PERMIT SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 24-18E (C) & (D) PRIOR TO ANY LAND
2.
DEPARTMENT OF HEALTH & HUMAN SERVICES
THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED WITH FIRE DEPAF.—MENT.
DRWN
CLEARING OR GRADING ACTIVITIES.
BE SUBMITTED AND PRIOR TO START OF CONSTRUCTION.
RO VED
3.
SUBJECT PROPERTY DOES NOT LIE WITHIN DESIGNATED AS FLOODPLAIN ACCORDING TO FIFM COMMUNITY PANEL
12
SITENPDGRADINGS STORM ANDDRAINAGE
ILL BSHALL
PERMIT PLANS
NED FROM ADEQ PRIOR CONS RUCTION.
150' x 300'
NUMBER 050179 0253E, REVISED JULY 16, 1996
& ASSOCIATES, PLAT DATED 12-12-05.
.
13.
PER SECTION 29-189 (D) GROUPS OF TREES AND INDIVIDUAL TREES THAT ARE NOT REMOVED OR ARE LOCATED
4.
BOUNDARY SURVEY WAS PERFORMED BY NTB
WERE LOCATED BY TRANSCRIBING FROM RECORD NAPS. NO EXCAVATIONS
WITHIN UNDISTURBED BUFFERS SHALL BE PROTECTED DURING CONSTRUCTION BY FENCING AND SHALL NOT BE USED
5.
UTILITIES SHOWN ON THIS DRAWING
WERE MADE TO CONFIRM SUB—SURFACE UTILITIES. NO GUARANTEE IS EXPRESSED OR 'MPLIED THAT ALL UTILITIES
DETENTION
FOR MATERIAL STORAGE OR OTHER PURPOSES.
"DARK—SKY"
HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE.
14.
ONSITE LIGHTING SHALL BE IN COMPLIANCE WITH GUIDELINES; HONEVER, SUFFICIENT LIGHTING SHALL BE
6.
BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK SUBDIVISION & ZONING
IMPLEMENTED FOR OSHA STANDARDS AS NEEDED FOR MAINTENANCE NEEDS.
ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IX OR MAINTAIND IN UNDISTURBED
15.
PROPOSED METAL ROOFS SHALL BE OF COLORED — NON REFLECTIVE METAL.
16.
BUFFER AREAS ARE TO BE PROTECTED BY ORANGE — CONTRACTORS FENCING ERECTED PRIOR TO SITE WORK.
7.
CONDITION
ALL FUTURE BUILDING AREA SHALL BE LEFT UNDISTURBED TO THE MAXIMUM EXTENT PRAC TICALE
17.
DRIVEWAY WIDTHS ARE 20' UNLESS OTHERWISE NOTED.
8.
DESIGNATED CONTRACTOR'S STORAGE AREA SHALL BE STABILIZED & PLANTED IN ACCORDANCE WITH CITY OF LITTLE
ROCK LANDSCAPE REQUIREMENTS. SEE NOTE 6.
ECT NO
46096
S 88°26'42" E 1026.71'
X x�--- X X
�. X7.95'
X X
S 88°2642" E
x
UNDISTURBED I
BUFFER AREA
x
I
N x
88°26'-- „
X X X X
30?. 03
o
x
-
REMARKS
PROJ
FILE NAME:
N
1" = 60'
Camp Dresser & McKee Inc.
In Association with:
consulting NRS Consultants
engineenng
construct or NTB Associates, Inc
operations Oswald Engineering
-TN Associates, LTD
LITTLE ROCK
O WASTEWATER
UTILITY
LITTLE MAUMELLE WASTEWATER
TREATMENT FACILITY
O
DESIGNED 8Y: C61
DRAWN BY: SRu
SHEET CHK'D BY: CPM
CROSS CHK'D BY: CAI
APPROVED BY: Cil
DATE: APRIL 20D6
x
�
I
DESIGNATED
cn
x
`
CONTRACTOR
Q
STORAGE
30 0 60
REV.
DATE
DRWN
AREA
150' x 300'
(STORMWATER
Q
DETENTION
0
AREA)
O
I'
4.25 JIC
IA
East
of
Right—OV
�
X X
S 88°2642" E
x
UNDISTURBED I
BUFFER AREA
x
I
N x
88°26'-- „
X X X X
30?. 03
NO.
o
x
-
REMARKS
PROJ
FILE NAME:
N
1" = 60'
Camp Dresser & McKee Inc.
In Association with:
consulting NRS Consultants
engineenng
construct or NTB Associates, Inc
operations Oswald Engineering
-TN Associates, LTD
LITTLE ROCK
O WASTEWATER
UTILITY
LITTLE MAUMELLE WASTEWATER
TREATMENT FACILITY
O
DESIGNED 8Y: C61
DRAWN BY: SRu
SHEET CHK'D BY: CPM
CROSS CHK'D BY: CAI
APPROVED BY: Cil
DATE: APRIL 20D6
x
�
I
x
`
30 0 60
REV.
DATE
DRWN
CHKD
NO.
x
0
KRI
CURVE TABLE
R1= 80'
R2= 19'
R3= 25'
R4= 80'
RADIUS NOT
SHOWN ARE 5'
SITE PLAN -TREATMENT FACILITY
FOR
CONDITIONAL USE PERMIT
SHEET NO.
Z-Y-dG%
LITTLE ROCK PLANNING COM,1I55ION
APS ROVED, SUEJECT TO THE CONDITIONS
A5 NOTED lid TIME PLANN'IN' CU ICN
N:IPIUTE 'CORD
8
DATE:, -
�V Y 06
JUN � 120
o
x
O
O
I
O
x
�
I
x
`
x
0
KRI
CURVE TABLE
R1= 80'
R2= 19'
R3= 25'
R4= 80'
RADIUS NOT
SHOWN ARE 5'
SITE PLAN -TREATMENT FACILITY
FOR
CONDITIONAL USE PERMIT
SHEET NO.
Z-Y-dG%
LITTLE ROCK PLANNING COM,1I55ION
APS ROVED, SUEJECT TO THE CONDITIONS
A5 NOTED lid TIME PLANN'IN' CU ICN
N:IPIUTE 'CORD
8
DATE:, -
�V Y 06
JUN � 120