HomeMy WebLinkAboutZ-8066 Map 1Building Classification and Footprint Dimensions
Key
Building Use
Width
Length
Area
Eave Height
J
CONTRACTOR
(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
CONDITION
16.
Total Structure Coverage
71,125
ALL FUTURE BUILDING AREA SHALL BE LEFT UNDISTURBED TO THE MAXIMUM EXTENT PRACTICALE
The basins will be covered with a pre
-cast concrete "T" with a membrane drainage system
and soil to support vegetation
DESIGNATED CONTRACTOR'S STORAGE AREA SHALL BE STABILIZED & PLANTED IN ACCORDANCE WITH CITY OF LITTLE
SECURITY GATE ENTRANCE
50' UNDISTURBED
BUFFER (MIN)
S 88°5532" E — 1081.43'
X X X X X x
r 24'
SECURITY FENCE
X X x
I"�--R2 PAVED SURFACE R2—�
R1
x R1 8 WL — 8 WL — 8 WL — 8 WL— —8 WL 8 WL 8 WL 8 WL 8 WIL 8 W11
x
I
x 24
9
EAI
II I 'SEE NOTE 7 —/
II FUTURE I I FUTURE
CD
III
11 r
SII ---- I 1------�
-- - - - I r ----
a OD
II FUTURE I I FUTURE
III I I
Ir I I R2 — — — — — — —
8 WL 8 'CL Ii WL � WL�
VAN ACCESSIBLE & PARKING
SID 500
50' EASEMENT
1
E
F__ -
FUTURE
FUTURE
I I
L —
8 WL 8 W 8 WL 8 WL 8 WL
PAVED SURFACE
I :ill @
T- 1 ,
10
11.03 ACRES
WEST OF AP&L
RIGHT OF WAY
N 88°55 '32 " W — 1081
8 WL
X -- x x —
SID 500
50' EASEMENT
R2
X x
i
i
S 88°26'42" E 1026.71'
X XT X X
� X7.95'
S 88°26'42" E
x
24
Z
DESIGNATED
I
tri
J
CONTRACTOR
KV
O
I
BUFFER (MIN)
�
h
J
3
LATTICE
NOTES
(STORMWATER
T
TOWER
-
{m
DETENTION
PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER.
o
�7
�
o
2.
Q
CLEARING OR GRADING ACTIVITIES.
I
�
11.
SITE GRADING AND DRAINAGE PLANS SHALL BE SUBMITTED AND APPROVED PRICR TO START OF CONSTRUCTION.
�
NUMBER 050179 0253E, REVISED JULY 16, 1996
I
NPDES STORM WATER PERMIT WILL BE OBTAINED FROM ADEQ PRIOR TO CONSTRUCTION.
O
BOUNDARY SURVEY WAS PERFORMED BY NTB & ASSOCIATES, PLAT DATED 12-12-05.
13.
R1
5.
UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM RECORD MAPS. NO EXCAVATIONS
O
O
I
z
FOR MATERIAL STORAGE OR OTHER PURPOSES.
R2
X x
i
i
S 88°26'42" E 1026.71'
X XT X X
� X7.95'
S 88°26'42" E
x
AP&L ROW
208'
Within AP&L
fight—Of—Way
X x X xx x
x
DESIGNATED
tri
FILE NAME:
CONTRACTOR
KV
O
STORAGE
AREA
BUFFER (MIN)
150' x 300'
LATTICE
NOTES
(STORMWATER
T
TOWER
r
a
DETENTION
PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER.
-
�7
AREA)
#108
2.
THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED WITH FIRE DEPARTMENT.
CLEARING OR GRADING ACTIVITIES.
I
�
11.
SITE GRADING AND DRAINAGE PLANS SHALL BE SUBMITTED AND APPROVED PRICR TO START OF CONSTRUCTION.
�
NUMBER 050179 0253E, REVISED JULY 16, 1996
I
NPDES STORM WATER PERMIT WILL BE OBTAINED FROM ADEQ PRIOR TO CONSTRUCTION.
O
BOUNDARY SURVEY WAS PERFORMED BY NTB & 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
5.
UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM RECORD MAPS. NO EXCAVATIONS
WITHIN UNDISTURBED BUFFERS SHALL BE PROTECTED DURING CONSTRUCTION BY FENCING AND SHALL NOT BE USED
O
WERE MADE TO CONFIRM SUB -SURFACE UTILITIES. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES
4.25 �C
FOR MATERIAL STORAGE OR OTHER PURPOSES.
HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE.
14.
AP&L ROW
208'
Within AP&L
fight—Of—Way
X X
East oflA
Right—Of—
N 88`2642" W
X X X X
507.95'
X x X xx x
x
.43
X X X X
TYPICAL PARKING DETAIL
FILE NAME:
X X X X X
= Camp Dresser & McKee Inc.
In Association with:
consulting
engineering NRS Consultants
construction NTB Associates, Inc
operations Oswald Engineering
FTN Associates, LTD
NTS
50' UNDISTURBED
BUFFER (MIN)
DESIGNED BY: CAJ
DRAWN BY: SRM
SHEET CHK'D BY: SRM
CROSS CHK'D BY: CAJ
APPROVED BY: CAJ
DATE: APRIL 2006
NOTES
,GENERAL
1.
BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER AND ARKANSAS
9.
PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER.
-
DEPARTMENT OF HEALTH & HUMAN SERVICES REQUIREMENTS.
10.
GRADING PERMIT SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 24-186 (C) & (D) PRIOR TO ANY LAND
2.
THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED WITH FIRE DEPARTMENT.
CLEARING OR GRADING ACTIVITIES.
3.
SUBJECT PROPERTY DOES NOT LIE WITHIN DESIGNATED AS FLOODPLAIN ACCORDING TO FIRM COMMUNITY PANEL
11.
SITE GRADING AND DRAINAGE PLANS SHALL BE SUBMITTED AND APPROVED PRICR TO START OF CONSTRUCTION.
NUMBER 050179 0253E, REVISED JULY 16, 1996
12.
NPDES STORM WATER PERMIT WILL BE OBTAINED FROM ADEQ PRIOR TO CONSTRUCTION.
4.
BOUNDARY SURVEY WAS PERFORMED BY NTB & 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
5.
UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM RECORD MAPS. NO EXCAVATIONS
WITHIN UNDISTURBED BUFFERS SHALL BE PROTECTED DURING CONSTRUCTION BY FENCING AND SHALL NOT BE USED
WERE MADE TO CONFIRM SUB -SURFACE UTILITIES. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES
FOR MATERIAL STORAGE OR OTHER PURPOSES.
HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE.
14.
ONSITE LIGHTING SHALL BE IN COMPLIANCE WITH "DARK -SKY" GUIDELINES; HOWEVER, 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 MAINTAINED IN UNDISTURBED
15.
PROPOSED METAL ROOFS SHALL BE OF COLORED - NON REFLECTIVE METAL.
CONDITION
16.
BUFFER AREAS ARE TO BE PROTECTED BY ORANGE - CONTRACTORS FENCING ERECTED PRIOR TO SITE WORK.
7.
ALL FUTURE BUILDING AREA SHALL BE LEFT UNDISTURBED TO THE MAXIMUM EXTENT PRACTICALE
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.
PROJECT NO.
46096
X X
East oflA
Right—Of—
N 88`2642" W
X X X X
507.95'
I
UNDISTURBED I
BUFFER AREA
x
I
X
CURVE TABLE
R1= 80'
R2= 19'
R3= 25'
R4= 80'
RADIUS NOT
SHOWN ARE 5'
x
X I
SITE PLAN -TREATMENT FACILITY
FOR
CONDITIONAL USE PERMIT
'LE ROCK PLANNING CO, AISSION
IRCAI'h, wUMRIEGT TO THE CONDITIONS
NO;,) N i fir.` PLANNiN MISSION
lfE 0JH0 OA t=�
r1j
SHEET NO.
,JUN 21 2006
FILE NAME:
N
1 " = 60'
= Camp Dresser & McKee Inc.
In Association with:
consulting
engineering NRS Consultants
construction NTB Associates, Inc
operations Oswald Engineering
FTN Associates, LTD
LITTLE ROCK
O WASTEWATER
UTILITY
LITTLE MAUMELLE WASTEWATER
TREATMENT FACILITY
DESIGNED BY: CAJ
DRAWN BY: SRM
SHEET CHK'D BY: SRM
CROSS CHK'D BY: CAJ
APPROVED BY: CAJ
DATE: APRIL 2006
-
-
NO.
DATE
DRWN
CHKD
REMARKS
30 0 60
I
UNDISTURBED I
BUFFER AREA
x
I
X
CURVE TABLE
R1= 80'
R2= 19'
R3= 25'
R4= 80'
RADIUS NOT
SHOWN ARE 5'
x
X I
SITE PLAN -TREATMENT FACILITY
FOR
CONDITIONAL USE PERMIT
'LE ROCK PLANNING CO, AISSION
IRCAI'h, wUMRIEGT TO THE CONDITIONS
NO;,) N i fir.` PLANNiN MISSION
lfE 0JH0 OA t=�
r1j
SHEET NO.
,JUN 21 2006