ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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ROCKDALE WATER RESOURCES
ROCKDALE WATER RESOURCES
ABBOTT LAKE ROAD
PUMP STATION, FORCE MAIN AND GRAVITY SEWER
GRAVITY MAIN
END
FORCE MAIN
PUMP END STA. 76+11
STATION GRAVITY MAIN
LINE "D" END
TITLE, VICINITY AND LOCATION
PROJECT
LOCATION
VICINITY MAP LOCATION MAP
NTS NTS
G-00
ABBEVIATIONS LEGEND
DRAWING LIST
DRAWING
SHEET DESCRIPTION
No.
ARV
GENERAL
S
S
ROCKDALE WATER RESOURCES
CIVIL
PS
DRAWING LIST, SYMBOLS
& ABBREVIATIONS
STRUCTURAL
ELECTRICAL
G-01
“
”
”
“
”
GENERAL NOTES
G-02
ROCKDALE WATER RESOURCES
N
I-2
0
W E
ROCKDALE WATER RESOURCES
D.
C-02 PLU
NK ETT R
S
<
S
RD.
15S
C-01
OTT
<
ABB
S
15S
<
C-03
S
15S
C-02 C-04
8SFM ABBOT
> TL
8SFM AKE R
> D .
8SFM
>
8SFM
>
8SFM
>
8SF
M
AB
BO
C-05
>
IRIS DR.
TT
L8ASFM
C-06 D.
KE
M AN R
I-2
S IG
RD>
0
TY
.
TY
UN
8S
CS
UN
FM
OLD
> 8SFM > 8SFM
SIGMAN RD.
CO
X
> 8SFM
CO
>
RA
RD.
COV
LB
8SFM
ALE
IL
A
OTT
RO
DEK
ING
>
CKD
C-07
AD
ABB
8SF
T
RO
M
ON
>
HW
8S
Y.
FM
IR
IS
D>R
. 8S
FM
>
8S
FM
>
C-08
8SFM
>
C-09
SHEET INDEX
SITE PLAN
8SF
IR
M
AND
IS
DR
>
NIEL
MCDA8SS >
.
8S
FM
> MILL RD.
> FM
8S
SMY
I-2
RNA
D .
0
R IR
L IS
IL
RD.
M DR
L
N IE .
D A
C
.
DR
M
LL
HU
G-03
W
N
S
ROCKDALE WATER RESOURCES
E
STATION 11+00
S
S
S
S
PS
MATCH LINE
GRAVITY LINE "A"
PLAN
SCALE: 1"=40"
S
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
840 840
STATION 0+00 THRU 11+00
PLAN AND PROFILE
830 830
GRAVITY MAIN
(LINE "A")
820 820
810 810
800 800
790 790
C-01
E
W
S
N
S
S
S
N
S
S
ROCKDALE WATER RESOURCES
S
E
W
STATION 11+00
WM
WM
S
S PS
PS
S
S
S
S
S
S S
MATCH LINE
S
S
PLAN
GRAVITY LINE "A" & "B" SCALE: 1"=40"
GRAVITY LINE "C"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
840 840 840 840 840 840
830 830 830 830 830 830
820 820 820 820 820 820
GR MY
AN
A
TV
II
RO
D
PLANPLEFI
N
"B
N
C
AL LIE
D
"IE
810 810 810 810 810 810
A
O
SIN
T1 T,N
TH
A
+ R
"0 U
13
LIE 6
3
0
-+
8.
800 800 800 800 800 800
C-02N
Y
NT Y
UNT
COU
E CO
ALB
L
KDA
DE K E
ROC
W
ROCKDALE WATER RESOURCES
S
S
S PS
STATION 11+50
S
S
WM
WM
MATCH LINE
S S
SOIL BORE # B-1
S
S
8" HDPE SEWER FORCE MAIN
PLAN
S SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
870 870
860 860
850 850
STATION 0+00 THRU 11+50
840 840
PLAN AND PROFILE
FORCE MAIN
830 830
820 820
810 810
800 800
790 790
C-03N
E
W
ROCKDALE WATER RESOURCES
S
STATION 11+50
STATION 23+00
SOIL BORE # B-2
MATCH LINE
MATCH LINE
ARV
8" HDPE SEWER FORCE MAIN
PLAN
SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
910 910
900 900
STATION 11+50 THRU 23+00
890 890
PLAN AND PROFILE
FORCE MAIN
880 880
870 870
860 860
850 850
840 840
C-04ROCKDALE WATER RESOURCES
V
AR
STATION 23+00
STATION 34+50
SOIL BORE # B-3
MATCH LINE
MATCH LINE
N
8" HDPE SEWER FORCE MAIN E
W
PLAN
S
SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
920 920
910 910
STATION 23+00 THRU 34+50
PLAN AND PROFILE
900 900
FORCE MAIN
890 890
880 880
870 870
860 860
C-05SOIL BORE # B-4
ROCKDALE WATER RESOURCES
STATION 34+50
SOIL BORE # B-5
ARV
MATCH LINE
N
SOIL BORE # B-7
8" HDPE SEWER FORCE MAIN
E 0
W 46 + 0
SOIL BORE # B-6
ION
AT
ST
LINE
CH
S PLAN MA
T
SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
940 940
930 930
920 920
STATION 34+50 THRU 46+00
PLAN AND PROFILE
FORCE MAIN
910 910
900 900
890 890
880 880
870 870
C-0600
+
46
N
IO
AT
ST
-7
#B
ROCKDALE WATER RESOURCES
E
OR
IL B
SO
NE
LI
CH
AT
STATION 57+50
M
SOIL BORE # B-8
MATCH LINE
8" HDPE SEWER FORCE MAIN N
E
PLAN
W
SCALE: 1"=40" S
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
950 950
940 940
STATION 46+00 THRU 57+50
PLAN AND PROFILE
930 930
FORCE MAIN
920 920
910 910
900 900
890 890
C-07E
N
ROCKDALE WATER RESOURCES
S
ARV
W
STATION 57+50
MATCH LINE
MATCH LINE
STA
TION
69+
SOIL BORE # B-9
8" HDPE SEWER FORCE MAIN
00
PLAN
SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
960 960
STATION 57+50 THRU 69+00
950 950
PLAN AND PROFILE
FORCE MAIN
940 940
930 930
920 920
910 910
900 900
C-08STATION 69+00
ROCKDALE WATER RESOURCES
SOIL BORE # B-11
E
S
N
LI
CH
AT
S
S
S
M
SOIL BORE # B-10
N
8" HDPE SEWER FORCE MAIN
AND GRAVITY LINE "D" W
E
S
PLAN
SCALE: 1"=40"
PROFILE
SCALE HORIZONTAL: 1"=40"
SCALE VERTICAL: 1"=10'
970 970
960 960
950 950
940 940
RO
D
PLANPLEFI
+85
U
79
R
930 930
A
O IN
T6 T0
H
+
T9
Y
S
MR
D
N
&
A
G
CE
FOR A
TVI
"ILE
920 920
910 910
C-09ROCKDALE WATER RESOURCES
1" SERVICE CONNECTONS
WATER MAIN STUB-OUT DETAILS THRUST COLLARS WATER METER AND BACKFLOW PREVENTION DEVICE CONNECTIONS TO WATER MAINS
NTS NTS NTS NTS
PIPE CONSTRUCTION DETAILS
STANDARD LAYING CONDITION FOR PIPE PAVEMENT REPLACEMENT CASING REQUIREMENTS WATER SERVICE LINE
NTS NTS NTS NTS
C-10ROCKDALE WATER RESOURCES
MANHOLE STEP DETAIL
NTS
TYPICAL THRUST BLOCK DETAIL
NTS
COMBINATION AIR VACUUM VALVE AND VAULT
NTS
PRECAST MANHOLE OVER EXISTING SEWER
NTS
TYPICAL MANHOLE RING AND COVER
NTS
WHERE GROUND ELEVATION
IS ABOVE ROAD ELEVATION
FORCE MAIN CONNECTION DETAIL NEW INSTALLATION
NTS
PIPE CONSTRUCTION DETAILS
WHERE GROUND ELEVATION
IS BELOW ROAD ELEVATION
TYPICAL PIPE DEPTH AT EDGE OF PAVEMENT TYPICAL PIPE BEDDING DETAIL WATERSTOP COLLAR DETAIL PRECAST CONCRETE MANHOLE DETAIL
NTS
NTS
NTS
NTS
DIP TO HDPE CONNECTION
NTS
C-11ROCKDALE WATER RESOURCES
WATER VALVE MARKER
NTS
TYPICAL PIPE DETECTION INSTALLATION
NTS
PIPE CONSTRUCTION DETAILS
TYPICAL JACK AND BORE DETAIL TYPICAL 4"-12" VALVE BOX ASSEMBLIES TYPICAL BURIED VALVE BOX AND CONCRETE PAD
NTS NTS NTS
C-12W
N
S
ROCKDALE WATER RESOURCES
E
STATION 11+00
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Ds2
Ds2
Ds3 Ds2
Ds3 Ds2
Ds3 Ds2 Ds2
S Ds3 Ds2
Ds3 Ds3
S Ds3
S
S Ds2 Ds2
Ds3 Ds3 Ds2 Ds2
Ds2 Ds2
Ds3 Ds3
Ds3 Ds3 Ds2
Ds3
PS
MATCH LINE
GRAVITY LINE "A"
S
E
W
Hay Bale Check Dam Ss
Ds2
Ds3
Sd1-NS S
TRAPEZOIDAL
Ss
N
S
Cd-Hb
Ss
Cd-Hb
S
Ds2
Ds3
S
N
Ds2 S
Ds3
Ss
S
Sd1-NS
S
Ss
E
W
Ds2
Cd-Hb Ds3
Cd-Hb
Ds2
Ss
Ds3
Ds2
Ds3
Ss
Sd1-NS
STATION 11+00
Ds2
Ds2
DOUBLE ROW Ds3 Ss
Ds3
Sd1-S
DOUBLE ROW DOUBLE ROW
Sd1-NS Sd1-S Sd1-S Ds2 Ss
EROSION CONTROL
Ds2 Cd-Hb
Ds3
Sd1-NS Ds3
WM
WM
Ds2
GRAVITY MAIN
S Ds2 Ss
S Ds3 PS Ds3
Ds2 Ds2 Ds2 Sb
Sb Ds2 Ds2 Sb
Sb Ds2 PS
Ds3 Ds3 Ds3 Ds3 Ds3 Ds3 Ds2 Cd-Hb Ss Cd-Hb Ss
S Ds3 Ds2
Sr-C 1 Sr-C 2
Sb Cd-Hb
Ds2
Sb
Sb Sb Ds2
Ds3 Co
Ds2 Ds2
Ds2 Ds2 Ds3 S
S
Ds3 Ds2 Ds3 Ds2 Cd-Hb Ss
Ds3 S
S
S S Cd-Hb
Ds3 Ds3 Ds3 Ds3
Sb Sb Sb
Sb Ds2
Ds2 St
Ds3 Ds2
Sd1-NS Ds3
Ds3 Ss
MATCH LINE
Ds2 Cd-Hb
Ds3 Ds2
Ds3
Ds2
Ds3
Sd1-NS
S
S
GRAVITY LINE "A" & "B" GRAVITY LINE "C" C-13N
Ds2
Ds3
TY
TY
OUN
OUN
LE C
LB C
KDA
A
E
DEK
ROC
Sd1-NS
Ds2
Ds3
Ds2
Ds3
W
ROCKDALE WATER RESOURCES
S
S
Ds2 Ds2 Hay Bale Check Dam
S
Ds3 Ds3
TRAPEZOIDAL
PS
S PS
S
STATION 11+50
Ds2
Ds3
Sd1-NS
S
S
S
S
Cd-Hb
Cd-Hb Sd1-NS
Ds2 Ds2 Sd1-NS Sd1-NS
Ds3 Ds3 Ss Ss Sd1-NS Sd1-NS
Ss
Sd1-NS
Ss
Ds2 Cd-Hb WM
Ss
Cd-Hb WM
Ds3 Ds2 Cd-Hb Ds2 Ds2 St Cd-Hb Ds2 Ds2 Ds2
Ss Ss Ss Cd-Hb Ss Ss Ds2 Cd-Hb Ss Ds2 Ss Ss Cd-Hb Ss Ss Ss Cd-Hb Ss St Ds2
Cd-Hb St Cd-Hb Cd-Hb Ss Ss Ds2
Co Ds3 Ds3 Ds3 Ds3 Ds3 Ds3 Ds3 Ds3 Ds3
Ss
Cd-Hb
Ss
Ss Cd-Hb Ss
Ds2
Ds2
Ds3 Ds3 Ss St Ds2 Ds2 Ds2
Cd-Hb Ss Ss Cd-Hb Ss Ds3 Ss Cd-Hb St Cd-Hb Ds2
Ds3 Ds3 Ss Ds3 Ss Cd-Hb Ss
Ds3
MATCH LINE
Cd-Hb Ds2 Ds2 Cd-Hb Ds2 Cd-Hb
Ss Ss Ss
Ds3 Ds3 Ds3
S S
SOIL BORE # B-1
S
Sd1-NS
S
8" HDPE SEWER FORCE MAIN
S
N
Hay Bale Check Dam
TRAPEZOIDAL
E
W
S
STATION 11+50
STATION 23+00
FORCE MAIN 0+00 THRU 23+00
Sd1-NS Sd1-NS
SOIL BORE # B-2
Sd1-NS Ds2
Ds2 Ds2
EROSION CONTROL
Sd1-NS Ds2 Ds3
Ds3 Ss Ss Ds3 Ds2
Ss
Ds2 Ds3 Ds3
Ds2 Ds3
Ds2 Ds3
Ds2 Ds3
Ds2 Ss Cd-Hb
Ds2 Ss Ds3
Ds2 Ss Ds3 Ss Cd-Hb Ds2
Cd-Hb St Cd-Hb Ss Ss Ds3 Cd-Hb
Ds3 Ds3
Ds2
MATCH LINE
MATCH LINE
Ds3
ARV
Sd1-NS
Ds2
Ds3
Cd-Hb
Ds2
Ds3
8" HDPE SEWER FORCE MAIN
S C-14Ss
Ds2
Ss Ds3
Ss
Sd1-NS
Ss
Ds2
Ds3
Ds2
Hay Bale Check Dam Ds3
Cd-Hb
TRAPEZOIDAL
Ss
Sd1-NS
Ds2
Hay Bale Check Dam Ds3
ROCKDALE WATER RESOURCES
Ds2
Ds3
Ss
TRAPEZOIDAL Cd-Hb
Ds2
Ds3
Ss
Cd-Hb AR
V
Ds2
Ds2 Ds3
Ds3 Ss
STATION 23+00
STATION 34+50
Ss
Cd-Hb
Ds2
Ds2
Ds3 Sd1-NS
Ds3
Ss
Cd-Hb Ds2
Ss
Ds3
Ds2 Cd-Hb
Ds3
SOIL BORE # B-3 Ds2 Ss
Ds3
Ds2
Ds2 Ds3
Ds3
Sd1-NS
Cd-Hb Cd-Hb
Ds2 Ss
MATCH LINE
MATCH LINE
Ds3
Ds2
Ds3 Ds2
Ds3 Cd-Hb Ss
N
8" HDPE SEWER FORCE MAIN
E
W
S
Hay Bale Check Dam
TRAPEZOIDAL
SOIL BORE # B-4
Sd1-NS
Sd1-NS
Sd1-NS
Ds2
Cd-Hb Ds2
Ds2 Ss Ds2 Ds3
Ds2 Ds3
Ds2 Cd-Hb Ds3 Ds2
Ds3 Ss Ds3
Ds2 Ds3 Ds3
Ss
Ds2 Ds3
Ss Ss
Ss Ds3 Ds2
STATION 34+50
Cd-Hb Ds3
Ds2
Ds2 Ss
Ds3
Ds3 Ss
Ds2 Ss Cd-Hb
St Ss
Ss Cd-Hb
Cd-Hb Ds3
Cd-Hb Rt-B
STORMWATER CONVEYANCE CHANNEL
Haybale Check Dam
TRAPEZOIDAL
SOIL BORE # B-5
Ds2
Ds2 Ds3
Ds3
ARV
MATCH LINE
Ds2 Ds2
Ds2 Ds3
Ds3
Ds3
TOL
R
Ss
ON
IN
C
Sd1-NS
O
S
ERO
Ds2
Ds3
Ss
+0
U
Ds2
46
R
TI0
H
N
+
N
A
Ds3
M3
2
CE
Ds2
FOR
Sd1-NS Ds3
Ss Cd-Hb
Ss
SOIL BORE # B-7
8" HDPE SEWER FORCE MAIN Ss
Ds2
Ds3
Ds2
Ss Ss
Ds3
Ds2
Ds3
E + 0 0
W SOIL BORE # B-6
ON
46 Ds2
Ds3
Ss
A T I
E ST
L IN
H
S MA T C C-15-NS
Sd1
00
Ss Ds2
+
3
Ds
46
-Hb
Cd
Ss
N
Ds2
IO
Ds3
Ss
AT
Ss
ST Hay Bale Check Dam
-7 Ds2 Sd1-NS
#B
ROCKDALE WATER RESOURCES
Ss
E Ds3
BOR TRAPEZOIDAL
SOIL
NE
Ss
Ss Ds2
LI
Ds3
Ds2
CH
Ss
Ds3
Ss
AT
STATION 57+50
Ss
M
Ds2
Ss
Ds3
Ss Sd1-NS
Ds2 Ss Cd-Hb
Ds3 Ss
Ds2
Ds3
SOIL BORE # B-8
Cd-Hb Sd1-NS
Ds2 Ds2 Ss Cd-Hb Ss Ss
Ds3 Ds2 Cd-Hb Ds2
Ds3
Ds3 Ds3 Ds2
Ds2 Ss
Ds2 Ds3 Ds2
Ds3 Ss
Ds3 Ds3
Ds2
Ds3
Ss
Ds2
Ds3
Ss
MATCH LINE
Ds2
Ds3
N
E
8" HDPE SEWER FORCE MAIN
W
S
Sd1-NS
E
Ds2 Cd-Hb
Ds2 Ss
Ds3
N
Ds3
Ds2
Ss
Ds3 Cd-Hb
Ds2
Ds3
Ss
Cd-Hb
Hay Bale Check Dam
Ds2
Ds3
TRAPEZOIDAL
S
ARV
W
STATION 57+50
Ds2
MATCH LINE
Ds3
Ss
Cd-Hb Ds2
Ds3
-NS
Sd1
Ss
Ds2
Sd1-NS
Ds3
Ss Sd1-NS
Ss
Cd-Hb
MATCH LINE
Ss
Ds2
Ds3
Ds2
Ds3
STA
Ss
TOL
R
ON
Ds2
IN
C
O
S
ERO
Ds3
Ss
Ss
TION
Ss
Cd-Hb Ds2
Ds2
Ds3 Ss
Ds3
+0
U
69
Ss
+
N
A R
TI0
H
Ds2
M6
4
Ds2 Cd-Hb
CE
Ss Ss
FOR
Ds3 Ss Ds3 Ds2
69+
SOIL BORE # B-9 Ss Cd-Hb Ds3
Cd-Hb
Ss
00
8" HDPE SEWER FORCE MAIN
C-16ROCKDALE WATER RESOURCES
STATION 69+00
Cd
Ds2
-H
Ds3
b
Ss
Ss
Sd1
Ds2
Ds3
-NS
SOIL BORE # B-11
Sd1-NS
Ds2
Ds2
Ds3
Ds3 Ds2
Sd1-NS
Ds3
NE
Ds2 Ds2 S
Ss
Ds3 Ds3
LI
H
Ds2 Ds2
Ds2 Ds2
C
Ds3 Ds3
Ds3 Ds3
AT
Ds2
S
Ds3 S
S
Ss
M
Ds2
Ds2 Ds3
Ds3
Sd1-NS
Ss
Ds2
Ds3
Ds2
Ds3
Ss Ss
Ds2 Ss
Ds3
Ds2 SOIL BORE # B-10
Ds3
Ss Ds2
Ss Ds3
Ss Ds2
Ds3
Ss
N
8" HDPE SEWER FORCE MAIN
W
E
S
C
O
S
ERO TOL
R
ON
IN
PLAN
SCALE: 1"=40"
MH
+
N
A
9
6
CE
FOR R
TI0+85
U
79
C-17Section 1: General County Required Notes Notice of Termination Part 5.0Inspections and Maintenance Sample Frequency Part 3.0During Construction
The RWR shall terminate coverage under Georgia EPD's General Permit No. GAR A. Storm water samples shall be collected within 45 minutes of:
A. ES&PC plan prepared by: 100002 when soil disturbance activities at the site cease, storm water sampling criteria General 1. The accumulation of the minimum amount of rainfall for the qualifying event, if the storm water A. The escape of sediment from the site shall be prevented by the installation of
David Cervone (RWR) are met, all temporary BMPs have been removed and final stabilization is complete. A The Contractor shall perform all inspections as indicated in the following schedule using discharge from a monitored outfall has begun at or prior to the accumulation, or erosion and sediment control measures and practices prior to land disturbing
GSWCC Level II Certified Design Professional Notice of Termination shall be submitted by the RWR to the Georgia EPD and to certified Personnel. Certified Personnel means a person who has successfully completed 2. The beginning of any storm water discharge from a monitored outfall, if the discharge begins activities.
Certification Number: 0000074205 Rockdale County Department of Planning & Development who are the issuing authorities an erosion and sediment control short course eligible for continuing education units, or an after the accumulation of the minimum amount of rainfall for the qualifying event.
of the Land Disturbance Activity Permit. equivalent course approved by Georgia EPD and the State Soil and Water Conservation B. Erosion control measures will be maintained at all times. If full implementation
B. ES&PC 24-Hour Contact: Commission. B. Storm water samples shall be collected for the following rainfall events (Monday thru Friday, 8:00 of the approved plan does not provide for the effective erosion control,
David Cervone (RWR) AM to 5:00 PM and Saturday, 8:00 AM to 5:00 PM when construction is being conducted by the additional erosion and sediment control measures shall be implemented to
GSWCC Level II Certified Design Professional Part 2.0ES&PC Plan Certifications and Statements Inspection Schedule Primary permittee): control or treat the sediment source.
Certification Number: 0000074205 A. Each day when any construction activity occurs on the site, the following items shall be 1. The first rain event that reaches or exceeds 0.5 inch that occurs after all clearing and grubbing
Office (770) 278-7486 A. "I certify that the permittee's Erosion, Sedimentation and Pollution Control Plan inspected: operations have been completed in the drainage area of the location selected as the C. Any disturbed area left exposed for a period greater than 14 days shall be
provides for an appropriate and comprehensive system of best management practices representative sampling location.
ROCKDALE WATER RESOURCES
Mobile (678) 476-4728 1. Areas where petroleum products are stored, used or handled to determine whether stabilized with mulch or temporary seeding.
required by the Georgia Water Quality Control Act and the document "Manual for spills and leaks have occurred from vehicles and equipment; and 2. In addition to (1) above, the first rain event that reaches or exceeds 0.5 inch that occurs either
C. The person ultimately responsible for the installation and maintenance of Erosion and Sediment Control in Georgia" (Manual) published by the State Soil and 2. Construction site entrance/exit to determine whether off-site tracking of soil is 90 days after (1) above or after all mass grading or excavation/backfilling operations have been D. Non-exempt activities shall not be conducted within the 25 or 50-foot
erosion and sedimentation control practices on this site and who is to be Water Conservation Commission as of January 1 of the year in which the occurring. completed for each phase. undisturbed stream buffers as measured from the point of wrested
contacted in the event of a Stop Work Order is: land-disturbing activity was permitted, provides for the sampling of the receiving vegetation or within 25-feet of the coastal marshland buffer as measured
David Cervone (RWR) water(s) or the sampling of the storm water outfalls and that the designed system of B. At least once every fourteen (14) calendar days and within 24 hours of 0.5 inches or C. At the time of sampling performed pursuant to B.1 and B.2 above, if erosion control measures are from the Jurisdictional Determination Line without first acquiring the
GSWCC Level II Certified Design Professional best management practices meets and sampling methods is expected to meet the greater rainfall event, the following items shall be inspected: found to be properly designed, installed and maintained, no further turbidity sampling is required necessary variances and permits.
Certification Number: 0000074205 requirements contained in the General NPDES Permit No. GAR 100002. 1. Disturbed areas that have not undergone final stabilization to determine whether for that phase of work.
Office (770) 278-7486 erosion is occurring; E. Amendments/revisions to the ES&PC Plan which have a significant
Mobile (678) 476-4728 ______________________ 2. Areas used for storage of materials that are exposed to precipitation that have not D. If erosion control measures in a phase of work are found not to be properly designed, installed and effect on BMPs with a hydraulic component must be certified by the
David Cervone, P.E. undergone final stabilization to determine whether erosion is occurring; and maintained, then turbidity samples shall be collected for that phase of work for the next 0.5 inch design professional.
D. Plans are reviewed in general. Specific details and calculations may not be Rockdale Water Resources 3. Erosion control and sedimentation measures identified in Contract Documents to rain event and subsequent rain events until erosion control measures are found to be properly
checked. The engineer's stamp and signature guarantees the accuracy of the GSWCC Level II Certified Design Professional ensure that they are functioning properly. designed, installed and maintained. F. Waste materials shall not be discharged to waters of the state, except
calculations and design. Plan approval does not obligate the county to accept Certification Number: 0000074205 as authorized by a section 404 permit.
the work, nor does it relieve the developer and/or engineer from compliance Issued: 01/27/2019 Expires: 01/27/2022 Sample Analysis and Records
with any other county, state or federal ordinances and laws. Plan approval C. Once per month, the following items shall be inspected: A. Each storm water sample shall be analyzed for Nephelometric Turbidity Units (NTUs) using G.The location of some erosion control devices may be altered from that shown on plans
1. The areas that have undergone final stabilization to determine the evidence or the methodologies and procedures established by 40 CFR Part 136; the guidance document titled as approved by the Inspector.
does not relieve the developer from the responsibility for damages to adjacent
or downstream property resulting from this development. B. "I certify under the penalty of law that this plan was prepared after a site visit to the potential for erosion and sedimentation; "NPDES Storm Water Sampling Guidance Document, EPA 833-B-92-001" or procedures
locations described herein by myself or my authorized agent, under my direct 2. Erosion control and sedimentation measures identified in Contract Documents to described in the publication "Standard Methods, Edition 18". H. Mud and silt are strictly prohibited from leaving the site and depositing on the public
E. Any revisions to the plans after the initial submittal, other than the response to supervision. ensure that they are functioning properly; and thoroughfare.
the plan review comments, will be indicated as revisions and submitted with a 3. Discharge/outfall locations to determine whether erosion and sedimentation control B. Should samples be transported from the job site for analysis, a chain-of-custody record shall be
written explanation of the revisions and the reasons therefore. ______________________ measures are being effective. prepared to accompany the samples to the laboratory. Results of each analyses shall be recorded. I. Construction exits shall be maintained in a condition which will prevent tracking or flow
David Cervone, P.E. The Contractor shall provide the RWR with copies of all documentation pertaining to storm water of mud onto public right of way. This may require periodic dressing with stone, as
F. Any variations from the permitted plans, changes in design resulting from field Rockdale Water Resources Rainfall Data sampling on a monthly basis. conditions demand, and repair and/or clean out of any structures used to trap
conditions, or substitution of construction materials are to be reviewed and GSWCC Level II Certified Design Professional At the time soil disturbance begins (after clearing and grubbing is completed for a sediment. All materials spilled, dropped, washed, or tracked from vehicle or site onto
approved by the responsible design engineerand Rockdale County Department of Certification Number: 0000074205 particular drainage area), the Contractor shall measure and record rainfall once every Reporting to the Georgia EPD public roadway or into storm drain shall be removed immediately.
Planning & Development . Issued: 01/27/2019 Expires: 01/27/2022 24-hour period until a Notice of Termination is submitted to the Georgia EPD. The RWR shall report storm water monitoring analytical results to the Georgia EPD for only those
months when storm water samples are collected. The summary of analytical results shall be J. Control dust using water or other methods as required to prevent dust from being a
G.The owner/Developer and Engineer have reviewed the appropriate local, state Records submitted to Georgia EPD by the 15th day of each month following a qualifying reporting period via nuisance to the public and concurrent with on site work.
C. "The design professional who prepare the ES&PC Plan is to inspect the A. The Contractor shall record results of each inspection on a daily inspection log. return receipt certified mail. Monthly monitoring reports shall be submitted to the Georgia EPD at the
and federal regulations regarding development activities adjacent to flood
plains, state waters and wetlands and have determined that this development installation of the initial sediment storage requirements, perimeter control Inspection logs shall be maintained on-site until a Notice of Termination has been address listed below. K. Disturbed soil shall be stabilized with erosion and sediment control measures each day
plan satisfies all the applicable standards. BMPs, and sediment basins in accordance with part IV.A.5 within 7 days submitted to the Georgia EPD. and prior to any rain event as follows: (A) Disturbed soil shall be returned to final grade,
after installation." Mountain District - Atlanta Satellite (B) Erosion and Sediment Control devices shall be installed, (C) Graded soil shall be
H. There is established a 25 foot buffer along the banks of all state waters, as B. Should results of any inspection indicate the need to amend the Erosion Control and Georgia Environmental Protection Division treated with lime and fertilizer, (D) Apply temporary and/or permanent vegetation as
measured horizontally from the point where vegetation has been wrested by Sedimentation Plan, then said actions shall be performed as soon as practical but no 4244 International Parkway, Suite 114 required.
normal stream flow or wave action. No land disturbing activities shall be Part 3.0Site Information later than seven (7) days of that particular inspection. Atlanta, GA 30354-3906
conducted within a buffer and a buffer shall remain in its natural, undisturbed, L. Straw mulching shall be used with temporary and permanent vegetation applications
Description and Construction Activity C. All records associated with the NPDES Permit shall be retained by the The RWR shall certify each monthly monitoring report as follows: and shall be free of weed seeds and spread at a rate of 90 pounds per 1,000 square
state of vegetation until all land disturbing activities on the construction site are
The project consists of installing a sanitary sewer pump station at 2833 Abbott Lake Road. Primary Permittee for a period of (3) years from the date of the Notice of feet. Where matting and blankets symbols are shown along with temporary seeding
completed. Once the final stabilization of the site is achieved, a buffer may be
The installation of this pump station will include installing an 16 inch gravity sanitary Termination. "I certify under the penalty of law that this document and all attachments were prepared under my and permanent vegetation symbol, matting and blankets shall be installed in place of
thinned or trimmed of vegetation as long as a protective vegetative cover
sewer main and an 8 inch force sanitary sewer main. Gravity main starting at the pump direction or supervision in accordance with a system designed to assure that certified personnel straw mulching.
remains to protect water quality and aquatic habitat and a natural canopy is
station running northeast approximately 1318 linear feet ending at an exist 15 inch gravity Maintenance properly gather and evaluate the information submitted. Based on my inquiry of the person or
left in sufficient quantity to keep shade on the stream bed; provided, however,
sanitary sewer main. Force main starting at the pump station running along the north side The Contractor shall maintain erosion and sedimentation controls as detailed in the persons who manage the system, or those persons directly responsible for gathering the information, M.The Contractor shall install matting and blankets within all drainage ditches unless
that any person constructing a single-family residence, when such residence
of Abbott Lake Road to Sigman Road continuing along the north side to Iris Drive boring Construction Notes. the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I noted otherwise.
is constructed by or under contract with the owner for his or her own
under Sigman Road to the south side then boring under Iris Drive to the east side am aware that there are significant penalties for submitting false information, including the possibility
occupancy, may thin or trim vegetation in a buffer at any time as long as
continuing along the east side of Iris Drive until it intersects with the right of way of Part 6.0 Storm Water Sampling of fine and imprisonment for knowing violations." N. Erosion and sediment control devices shall be inspected by the contractor at the end of
protective vegetative cover remains to protect water quality and aquatic
Interstate 20 at Mcdaniel Mill Road boring under Interstate 20 to the east side at Mcdaniel each days work and at the end of each and every rain in event. The Contractor shall
habitat and a natural canopy is left in sufficient quantity to keep shade on the
stream bed. Mill Road running within Mcdaniel Mill Road ending at proposed manhole NO. 8 for a total Sampling Certification be responsible for the repair and/or replacement of any failed or inadequately installed
of 7611 linear feet. Install approximately 409 linear feet of 10 inch gravity sewer ending at "I certify that the permittee's Erosion, Sedimentation and Pollution Control Plan provides Section 3: Erosion and Sedimentation Control Notes sediment control device. The Contractor shall be responsible for all maintenance of
Stream bank restoration and stabilization are required in all disturbed state waters an existing gravity sanitary sewer manhole at the intersection of Mcdaniel Mill Road and for the monitoring of: (a) all perennial and intermittent streams and other water bodies erosion and sediment control devices.
buffers. The stream bank canopy is to be restored within the state waters buffers. Symrna Road. Total project acreage and disturbed acreage is 5.58 in Roackdale County shown on the USGS topographic map and all other field verified perennial and intermittent Part 1.0General
currently stabilized with grass. streams and other water bodies, or (b) where any such specific identified perennial or O.The Contractor shall remove accumulated silt when the silt is within 12-inches of the
Geomat and rip rap are to be placed as necessary to prevent erosion within the stream
banks. intermittent stream and other water body is not proposed to be sampled, I have A. A copy of the approved land disturbance plan and permit shall be present on the site whenever top of the silt fence utilized for erosion control.
Georgia House Bill 1426 Storm Water Discharge determined in my professional judgment, utilizing the factors required in the General work is in progress.
A. Based on a reconnaissance of the project route, performed on 31 October 2014 NPDES Permit No. GAR 100002, that the increase in the turbidity of each specific P. All silts and/or sediment removed from the erosion/sediment control devices shall be
surface waters were observed along the proposed route. identified sampled receiving water will be representative of the increase in the turbidity of B. Erosion and Sediment control shall be the Contractor's responsibility for compliance, installation, disposed of onsite in such a manner as to prevent said silts and/or sediments from
Section 2: NPDES Notes a specific identified un-sampled receiving water." maintenance, and removal as required by the State of GeorgiaManual for Erosion and Sediment reentering the control devices and/or exiting the site through the storm drainage
B. Peak Runoff Discharges are not estimated for the project because the pipe route is not Control in Georgia 2016 Edition as published by the Georgia Soil and Water Conservation systems and/or surface drainage.
Part 1.0Permit Conditions being developed with impervious surface. Final grades and vegetation will match ______________________ Commission. The Contractor shall become familiar with these specifications prior to any
existing. David Cervone, P.E. construction activities. The installation of the required erosion and sediment control measures Q.Concrete truck washout location shall be in a temporary truck wash area located at the
General Rockdale Water Resources site entrance. Washout shall be contained within a pit or trench with no material
A. A National Pollutant Discharge Elimination System (NPDES) Monitoring shall be installed as a first step in construction.
Non-Storm Water Discharge leaving the site or impacting vegetated or non-disturbed areas. Disposal of material
Program has been prepared for the project as a requirement of the State of Non-storm water discharges associated with construction activity at the site shall include Sampling Locations shall include the breaking of material into small amounts for trash disposal or removal
Georgia, Department of Natural Resources, Environmental Protection Division C. Any amendments/revisions to the ES&PC plan which have significant effect on BMPs with a
the use of potable water to flush clean the interior of the laid pipe. Silt fence and hay A. A portion of the United States Geological Survey, Conyers, Georgia Quadrangle hydraulic component must be certified by the design professional. from site to an appropriate landfill.
Washout of the drum at the construction site is
(Georgia EPD) due to more than one (1) acre of land will be disturbed during bales shall be utilized to prevent soil erosion. Topographic Map, photo dated 1982 showing the project site area and surrounding prohibited.
construction. Because of the area of soil disturbance, erosion and area is shown on Drawing C-23 of the Construction Plan. The nearest surface water
sedimentation control practices and monitoring as set forth by Georgia EPD's D. Failure to install, operate and/or maintain all erosion control measures shall be a justification to
body is Honey Creek and is located approximately 600 LF. at its closest point to the stop construction on the job site until such measures are corrected in a accordance with the R. Paint and/or other chemicals shall be stored in secured facilities with restricted access
General Permit No. GAR 100002 are required for this project and shall be Part 4.0Storm Water Pollution Controls project route. Sampling locations are depicted on the Construction Drawings. to employees only. Cleanup and disposal of this material shall be in accordance with
approved plans or as directed by the Engineer.
implemented as described herein and in accordance with the Construction all recognized local and federal requirements. All disposal shall be approved to off-site
Plan and the "Manual for Erosion and Sediment Control in Georgia" (Manual), Erosion and Sedimentation B. Storm water samples shall be collected up stream and down stream of the project route waste facilities classified to accept that material.
Part 2.0Site Preparation
latest edition, published by the State Soil and Water Conservation A.Initial Perimeter Control BMPs will consist of installing silt fence prior to and concurrent and are designated as Sr-C 1 , Sr-C 2, Sample Point #3 and 4 as shown on
Commission. with construction activities. Construction Drawing C-13 and C-15 . The locations are assumed to represent all S. All petroleum products shall be stored and used in an area that provides a secondary
A. Prior to commencing land disturbance activity, the limits of land disturbance shall be clearly and
discharge points along the project route. Said representation is based on similar soil accurately demarcated with stakes ribbons, or other appropriate means. The location and extent containment feature, and shall be located in an area with the least foreseeable impact
B. The following NPDES information has been prepared in general accordance B. Intermediate Grading and Drainage BMPs. types depicted on Drawing C-19 and topography shown throughout the stationing. if a catastrophic event should occur. Emergency contact numbers and procedures for
of all authorized and disturbance activity shall be demarcated for the duration of the construction
to Georgia EPD's General Permit No. GAR 100002, "Authorization to 1. Where pavement is removed and excavation completed, No. 57 stone will be Additionally, soil erosion and sedimentation control measures located and depicted on spills shall be available on-site.
activity. No land disturbance shall occur outside the approve limits indicated on the approved
Discharge Under the National Pollutant Discharge Elimination System, Storm installed level with adjacent grades. the Construction Drawings are consistent in rationale throughout the stationing. plans.
Water Discharges Associated with Construction Activity For Infrastructure 2. Silt fence, hay bales and blankets shall be utilized as intermediate BMPs where Construction of this project shall not alter existing grades or make significant changes T. Erosion Control measures will be maintained until all disturbed soil within the
Construction Projects", effective 1 July 2016. applicable. in existing vegetative cover along the route. Because post construction runoff B. Material staging area shall be encompassed with referenced silt fence. construction area has been completely stabilized with permanent vegetation and all
characteristics should not be altered, analysis of the project route using Appendix A of roads/driveways have been paved.
EROSION CONTROL NOTES
Notice of Intent C.Final BMPs. the "Manual for Erosion and Sedimentation Control in Georgia, 2016 Edition, is not
The owner (RWR) is the Primary Permittee and shall obtain coverage under Georgia 1. All disturbed areas shall be permanently stabilized with paving and warranted. Part 4.0Site Completion
EPD's General Permit No. GAR 100002. No later than 14 days prior to commencing vegetation where applicable.
construction, the RWR shall submit a Notice of Intent to the Georgia EPDRockdale
and to Sample Type A. Final stabilization means that 100% of the soil surface is uniformly covered in
County Department of Planning & Development who are the issuing authorities of the Storm Water Management A. Storm water grab samples shall be collected by manual or automatic means. Two (2) permanent vegetation with a density of 70% or greater, or landscaped according to the
Land Disturbance Activity Permit. The majority of the site area will be stabilized as existing using temporary and permanent samples shall be collected from each sample point. Prior to collecting samples, each plan (uniformly covered landscaping materials in planned landscaped areas), or
grassing in accordance with the Construction Drawings. Temporary silt fence, installed sample container shall be labeled using a permanent marker and clear taped as equivalent permanent stabilization measures.
Target NTU and Permit Violation during construction, shall be left in-place until grassed areas of soil have gone through follows:
A. A maximum increase of 75 nephelometric turbidity units (NTUs) in storm water final stabilization. Final stabilization means that all soil disturbing activities at the site B. The Contractor shall remove silt fence in areas that have undergone stabilization as
affected by construction is the Target NTU for the project. have been completed, and that for unpaved areas not covered by permanent structures, Project Title: determined by RWR Inspector. Contractor shall dispose said silt fence in accordance
100% of the soil surface is uniformly covered in permanent vegetation with a density of Sample Point: with local regulations.
B. Proper design, installation and maintenance of erosion and sedimentation 70% or as required by the Construction Drawings. Date:
control practices shall constitute a complete defense to any allegation of Time: C. The Contractor shall be responsible for repairing and/or maintaining all job site work
noncompliance. A copy of this document and all reporting shall remain at the Other Controls areas that are being stabilized or have undergone final stabilization
RWRuntilhas
site of construction or at an easily accessible location for review by the A. Off-site vehicle tracking of dirt, soils and sediments and the generation of dust shall be B. Samples shall be collected, as practical, from the center and in the middle depth of the issued a letter of final acceptance.
Georgia EPD. minimized or eliminated to the maximum extent practical. stream in clean glass or plastic jars (150 ml or larger) and sealed with appropriate lids.
Floating debris shall be kept from entering the sample containers
C. A discharge of storm water runoff from disturbed areas where erosion and B. Petroleum containers shall be double-walled and placed in locations that produce the
sedimentation control practices have not been properly designed, installed or least opportunity for accidents. No petroleum products will be intentionally drained
maintained shall constitute a violation of the referenced permit for each day on onto the ground surface. Free-phase petroleum products accidentally spilled onto the
which such discharge results in the turbidity of construction related storm ground surface will be immediately removed using an absorbent material. Absorbent
water being increased more than 75 NTUs. Maintenance of erosion and material will subsequently be placed in a sealable container for off site disposal
sedimentation control practices as a result of routine inspections shall not be
considered a violation
.
C-1822
17-21
08/07/2019
22
17-21
23 & 27 17-21&27
23
27
22
22 23
17-21
ROCKDALE WATER RESOURCES
22
22 23
22
22 17-21
28
22 22
22
17-21
22 22
23
27
22
22
22
17-21
22 22
22
24-26
22 23
22 26
22
22
22
17-21
23 17-21
22 17-21
22 17-21
23
22
ES & PC NOTES:
1. INITIAL CONTROLS: INSTALL PERIMETER SILT FENCE WHERE
APPLICABLE PRIOR TO CONDUCTING GRADING ACTIVITIES.
2. INTERMEDIATE CONTROLS: INSTALL SILT FENCE, CHECK DAMS,
MATTS AND BLANKETING, TEMPORARY/PERMANENT SEEDING
WITH MULCH AND GRAVEL (PAVEMENT AREAS) EVERY DAY AND
PRIOR TO ANY RAIN EVENT.
3. FINAL CONTROLS: INSTALL TEMPORARY/PERMANENT SEEDING
WITH MULCH EVERY DAY AND PRIOR TO ANY RAIN EVENT.
EROSION CONTROL NOTES
INSTALL PAVEMENT TO MATCH EXISTING PAVEMENT AS
CONDITIONS PERMIT.
CONSTRUCTION SCHEDULE
START PROJECT DATE: XX/XX/XXXX
COMPLETE PROJECT DATE: XX/XX/XXXX
1. INSTALL EROSION CONTROL FENCE.
2. CLEAR, CRUB AND GRADE SITE.
3. INSTALL AND MAINTAIN GRASSING AND MULCH
(TEMPORARY VEGETATION)
4. CONSTRUCT PUMP STATION, GRAVITY SEWER MAIN,
FORCED SEWER MAIN AND WATER MAIN.
5. FINE GRADING.
6. FINAL STABILIZATION (PERMANENT VEGETATION), CLEAN
STORM DRAIN SYSTEM.
7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES.
C-19Co Cd-Hb Ss St
CRUSHED STONE CONSTRUCTION EXIT TYPICAL INSTALLATION GUIDELINES FOR ROLLED RIPRAP OUTLET PROTECTION
EXIT DIAGRAM
TYPICAL STRAW BALE CHECK DAM EROSION CONTROL PRODUCTS (RECP)
PLAN PIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNEL
BLANKET AND MATTING CROSS-SECTIONS
ROCKDALE WATER RESOURCES
SECTION A-A
ENTRANCE ELEVATION
PIPE OUTLET TO WELL DEFINED CHANNEL
SECTION B-B
Sd1-NS Sd1-S Rt-B
SILT FENCE - TYPE NON-SENSITIVE SILT FENCE - TYPE SENSITIVE FASTENERS FOR SILT FENCES SILT CONTROL GATE WITH SLOTTED BOARD DAM
SIDE VIEW SIDE VIEW TYPE 2: FOR STRAIGHT HEADWALLS
OVERLAP AT FABRIC ENDS
TOP VIEW
EROSION CONTROL DETAILS
FRONT VIEW FRONT VIEW
FRONT VIEW
RETROFITTING
SLOTTED BOARD DAM WITH STONE OR FILTER FABRIC
C-20ELEVATION #1 WATER FLOW
ROCKDALE WATER RESOURCES
ELEVATION #2
PLAN
TEMPORARY CULVERT STREAM CROSSING DETAIL
NTS
Sr-C
Sb
STREAMBANK STABILIZATION
BRANCHPACKING CROSS-SECTION
EROSION CONTROL DETAILS
TYPICAL ONSITE CONCRETE WASHOUT STRUCTURE
NTS
CWS C-21ANALYSIS OR N
TYPE OF SPECIES YEAR RATE
EQUIVALENT TOP DRESSING
EROSION CONTROL ACTIVITIES N-P-K RATE
GEORGIA
UNIFORM CODING SYSTEM
FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES
ROCKDALE WATER RESOURCES
MATERIALS INSTALLATION
GEORGIA SOIL AND WATER CONSERVATION COMMISSION
STRUCTURAL PRACTICES STRUCTURAL PRACTICES
CODE PRACTICE DETAIL MAP DESCRIPTION CODE PRACTICE DETAIL MAP DESCRIPTION
SYMBOL SYMBOL
Sr
FERTILIZER AND MULCHING
Cd Sr
REQUIREMENTS
St
SPECIES
BROADCAST RESOURCE
AREA 3/
PLANTING DATES
REMARKS Ch St
Co
Co Su Su
PLANTS, PLANTING RATES, AND PLANTING DATES FOR TEMPORARY COVER OR COMPANION CROPS 1/
BROADCAST RESOURCE PLANTING DATES
SPECIES REMARKS
AREA Tc
Cr
Cr Tc
Dc Tp Tp
Di Tr
Dn1
Dn1 Wt
Dn2
Dn2
Fr
VEGETATIVE PRACTICES
Ga CODE PRACTICE DETAIL MAP DESCRIPTION
SYMBOL
Gr
Gr Bf
Bf
Lv Cs Cs
Rd Ds1 Ds1
EROSION CONTROL DETAILS
Re Re
Ds2 Ds2
MAJOR LAND RESOURCE AREAS (MLRA) OF GEORGIA
Rt Rt
MOUNTAIN, BLUE RIDGE, AND RIDGES AND VALLEY
Ds3 Ds3
SOUTHERN PIEDMONT
SOUTH COASTAL PLAIN, SAND HILLS, BLACK LANDS,
AND ATLANTIC COASTAL FLATWOODS
Sd1 Ds4 Ds4
75
Sd2
Du Du
Sd3
Sd3
Fl-Co Fl-Co
Sd4
Sb Sb
Sk Sk
Ss Ss
Spb
Spb Tac
C-22
TacProject Site (5.58 Acres)
W
N
S
E
USGS TOPO MAP
C-23
ROCKDALE WATER RESOURCESDEK
A
LB C
OUN
ROC TY
KDA
LE C
OUN
TY
S
S
S
WM
WM
ABBOTT LAKE RD.
W
N
S
S
E
PUMP STATION SITE LAYOUT
C-24
ROCKDALE WATER RESOURCESPUMP STATION SITE
ACCESS DRIVE
C-25
ROCKDALE WATER RESOURCES55'
PUMP STATION COMPONENTS
11
3'
3.9'
9 HATCH
LIFT HANDLE
22
ITEM NO. ITEM DESCRIPTON QTY.
10 8"
FLANGE 21
ADAPTER 1 SUBMERSIBLE PUMP(FLYGT) 2
12 6.8' PUMP STATION MANHOLE
STEPS HATCH
CONCRETE PAD LIFT HANDLE
33 2 4" DISCHARGE ELBOW AS RECOMMENDED BY PUMP MANUFACTURER 2
8 37
1 36
45 3 GROUT INVERT AS SHOWN ON SHEET C-28 DETAIL "WETWEL INVERT AND PUMP LAYOUT" -
24 24
ROCKDALE WATER RESOURCES
HATCH
15 3.0'
28 25
LIFT HANDLE 23
2.0' 4 DUCTILE IRON FLANGE REDUCER 8"X4" 2
1.4'
0.4'
5 GUIDE BAR BRACKET AS REQUIRED
A 15 1.3' A
4' 7 46 14 16 17 14 7 7.8' 38 39
C-14 8" C-14 6 GUIDE BARS - ATTACH TO HATCH OPENING WITH UPPER GUIDE BAR BRACKET BY PUMP MANUFACTURER -
FLANGE
ADAPTER
3' 45 43
12" 34 7 DUCTILE IRON FLANGE PIPE (8") - (INSIDE VAULT / WET WELL) LENGTH VARIES
1.4'
2.0'
50' 15 FLOW METER
35 8 DUCTILE IRON FLANGE 90° ELBOW (8") 2
1' 8 MANHOLE
1
35
35 HATCH
34 LIFT HANDLE 9 18" X 2" STEPS ON 12" CENTERS AS REQUIRED
8" VALVE VAULT MANHOLE
FLANGE
STEPS
37
49 ADAPTER
10 TWO DUCTILE IRON FLANGE 90° ELBOW (4") AND 4" VENT W/STAINLESS BUG SCREEN 1
WETWELL 13 36
43 42
48" X72" FRAME ALUMINUM ACCESS HATCH(DOUBLE DOOR) WITH SAFETY GRATE. HATCH SHALL HAVE AN AUTO-LOCK
11 1
HOLD OPEN ARM. A NON-CORROSIVE PADLOCK BAR. 300 PSF LOAD RATING
B B
C-14 C-14 12 PRECAST CONCRETE WET WELL SLAB TOP 1
41
41 40 44 40
43 13 FLEXIBLE PIPE CONNECTOR. CONNECTOR SHALL BE KOR-N-SEAL BOOT. 16
3"
E
FLANGE
ADAPTER
50 14 PRESSURE GAUGE 2
34
S
16" DUCTILE IRON
N
INFLUENT PIPE 9.5'± 5'± 6'± 8'±' 5'± 15 RESTRAINED FLEXIBLE COUPLING (8") 2
SURGE RELIEF VALVE
W
PLAN VIEW MANHOLE 16 DUCTILE IRON FLANGE SWING CHECK VALVE (8") 2
SCALE: 1" = 4' 27 26 17 DUCTILE IRON FLANGE PLUG VALVE (8") 2
18 8" X 20" X 18" CONCRETE PIPE SUPPORTS 6
10
PUMP STATION PAD
17 19 WET WELL BASE SLAB 1
11 12 21 22 1.0" 36 37 30
FINISHED GRADE ELEV. "A" 20 SLOPE FLOOR TO DRAIN WITH GROUT 1
60" X60" FRAME ALUMINUM ACCESS HATCH(DOUBLE DOOR) WITH SAFETY GATE. HATCH SHALL HAVE AN AUTO-LOCK
21 1
9 32 HOLD OPEN ARM. A NON-CORROSIVE PADLOCK BAR. 300 PSF LOAD RATING
7
7 8" 46 29
13
15 13 14 13 23 13 22 CONCRETE VALVE VAULT 1
28 24
10' 33
12" 7 15 38
23 DUCTILE IRON MJ WYE (8") 1
DISCHARGE PIPE C/L ELEV. "B"
8 18 13 24 DUCTILE IRON PIPE (8") LENGTH VARIES
13 16 17
FLOOR ELEV. 817.00 FLOOR ELEV. 817.00 39
24 45 25
24 25 FLAP VALVE (4") 2
18 18 34 20
7 20 26 DUCTILE IRON FLANGE 90° ELBOW (8") 1
25 34
12" HOLE IN FLOOR 27 DUCTILE IRON BLIND FLANGE (8") 1
6 GROUTED
35
12" HOLE IN FLOOR
35 DUCTILE IRON MJ TEE (8" X 4")
13 GROUTED 28 1
VALVE VAULT
FLOW METER
5
MANHOLE 29 VALVE BOX WITH EXTENSION AND LID 1
30 VALVE BOX CONCRETE PAD (SEE DETAIL SHEET C-12) 1
48
PROFILE VIEW "A" A
31 DUCTILE IRON RESTRAINED MJ SLEEVE COUPLING (8") 1
INFLUENT PIPE INVERT ELEV. "C" 47 C-14
SCALE: 1" = 4'
32 MANHOLE STEPS (SEE DETAIL SHEET C-11) AS REQUIRED
HIGH WATER ALARM ELEV. "D" 33 ROSEMOUNT 8750W MAGNETIC FLOW METER (8") (SEE DETAIL SHEET C-28) 1
LAG PUMP "ON" ELEV. "E" 3
LEAD PUMP "ON" ELEV. "F" 34 4" FLOOR DRAIN WITH REMOVABLE GRATE-12 INCH HOLE IN FLOOR GROUTED 3
1
35 4" CAST IRON DRAIN PIPE. SLOPE TOWARDS WET WELL LENGTH VARIES
4
PUMPS "OFF" ELEV. "G" 30" X30" FRAME ALUMINUM ACCESS HATCH(SINGLE DOOR) WITH SAFETY GATE. HATCH SHALL HAVE AN AUTO-LOCK
LOW LEVEL ALARM ELEV. "H" 36 2
HOLD OPEN ARM. A NON-CORROSIVE PADLOCK BAR. 300 PSF LOAD RATING
2
WET WELL BOTTOM ELEV. "I" 37 PRECAST CONCRETE MANHOLE (5' DIAMETER) 2
19
38 DUCTILE IRON MJ TRANSITION COUPLING (8") 1
18"
39 8" HDPE PIPE LENGTH VARIES
WETWELL
40 DUCTILE IRON MJ REDUCER (4" X 3") 2
41 DUCTILE IRON MJ 90° ELBOW (4") 2
42 GA SURGE RELIEF WYE VALVE (3") (SEE DETAIL SHEET C-28) 1
43 DUCTILE IRON PIPE (4") LENGTH VARIES
37 36 44 DUCTILE IRON PIPE (3") LENGTH VARIES
45 DUCTILE IRON MJ 45° ELBOW (8") 1
PUMPS AND PIPING
32
46 4 INCH SINGLE BODY SEWAGE SERVICE COMBINATION AIR VALVE 2
42 44
PUMP STATION
43
50 40 41
47 PIPE SUPPORT 3
48 2- 3/4 INCH ANCHOR INSERTS 3
41 13
40 FLOOR ELEV. 817.00
49 DUCTILE IRON FLANGE 90 DEGREE BEND TURNED DOWN (4") 1
13
34
18 20 50 FLANGE PLUG VALVE (3") 1
35
12" HOLE IN FLOOR
GROUTED
SURGE RELIEF VALVE
VALVE VAULT MANHOLE
FLOW METER
MANHOLE
ELEVATION DATA
PROFILE VIEW B
C-14
SCALE: 1" = 4' ITEM ITEM DESCRIPTON ELEVATION
"A" FINISHED GRADE 823.00
"B" DISCHARGE PIPE C/L 818.50
"C" INFLUENT PIPE INVERT 808.40
"D" HIGH WATER ALARM 805.90
"E" LAG PUMP ON 805.40
"F" LEAD PUMP ON 804.50
"G" PUMPS OFF 802.40
WETWELL
"H"
"I"
LOW LEVEL ALARM
WET WELL BOTTOM
801.90
800.40
C-26ROCKDALE WATER RESOURCES
PRESSURE GAUGE DETAIL
YARD HYDRANT - IOWA MODEL 34 NTS
NTS
STANDARD GEORGIA D.O.T. FLARED END SECTION (CONCRETE) DETAIL
NTS
PUMP STATION DETAILS
DOUBLE GATE DETAIL
NTS
FENCE DETAILS
NTS
C-27ROCKDALE WATER RESOURCES
SECTION VIEW "A"
SECTION VIEW "B"
WETWELL INVERT AND PUMP LAYOUT-TOP VIEW
NTS
FLYGT PUMP-FP,NP,3202.185,095 SH
NTS
ALUMINUM ACCESS HATCH
LIFT HANDLE ALUMINUM ACCESS HATCH
MANHOLE STEPS LIFT HANDLE
MANHOLE STEPS
MAGNETIC FLOW METER 30" X 30" FRAMED
30" X 30" FRAMED SURGE RELIEF
ALUMINUM ACCESS HATCH ALUMINUM ACCESS HATCH
WYE VALVE
CONCRETE PIPE
SUPPORT
PIPE SUPPORT
PIPE
PIPE
8" FLANGE 3" FLANGE
ADAPTER ADAPTER
3" FLANGED
PUMP STATION DETAILS
5' DIA. PLUG VALVE
PRECAST MANHOLE
4" FLOOR DRAIN
4" FLOOR DRAIN
PLAN PLAN
30" X 30" FRAMED
30" X 30" FRAMED
5' DIA. ALUMINUM ACCESS HATCH 5' DIA.
MANHOLE STEPS ALUMINUM ACCESS HATCH
PRECAST MANHOLE PRECAST MANHOLE
GROUND MANHOLE STEPS
GROUND
MAGNETIC SURGE RELIEF
FLOW METER WYE VALVE
Figure 626D Dual Spring Wye Body
Approx.
Size A B C E
Wt. (lbs.)
PIPE
PIPE
2 1/2” 12 17 3/4 13 1/2 4 1/2 250
SLOPE FLOOR
TO DRAIN WITH GROUT SLOPE FLOOR
* CONCRETE PIPE SUPPORT
* 3” 12 17 3/4 13 1/2 4 1/2 250 CONCRETE PIPE SUPPORT 3" FLANGED
PLUG VALVE
TO DRAIN WITH GROUT
4” 13 23 16 6 7/8 375
12" HOLE IN FLOOR GROUTED
6” 18 26 1/2 26 1/2 5 5/8 405 12" HOLE IN FLOOR GROUTED
4" FLOOR DRAIN 4" FLOOR DRAIN
* 8" ROSEMOUNT 8750W MAGNETIC FLOW METER
PROFILE
MAGNETIC FLOW METER IN MANHOLE DETAIL
8” 24 1/2 35 32 1/2 2
* 3" GEORGIA INDUSTRIES SURGE RELIEF WYE VALVE
500
PROFILE
SURGE RELIEF WYE VALVE IN MANHOLE DETAIL
C-28
NTS NTS NTS NTS1 2 3 4 5 6 7
STRUCTURAL GENERAL NOTES FOUNDATIONS
TETRA TECH
ATLANTA, GEORGIA 30339
1899 POWERS FERRY ROAD, SUITE 400
Tel:(770) 850 - 0949 Fax: (770) 850 - 0950
www.tetratech.com
TENSION DEVELOPMENT / LAP SPLICE SCHEDULE (UNCOATED BARS)
A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FOR THE DRAWING READER'S A. SEE GEOTECHNICAL/SUBSURFACE INVESTIGATION REPORT BY UNITED CONSULTING, DATED MAY 10, 2016:
CONVENIENCE. SEE ALSO INDIVIDUAL DRAWING NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHETHER OR NOT ADDITIONAL GEOTECHNICAL INFORMATION IS DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE (f'c = 5000 PSI)
REQUIREMENTS. REQUIRED AND TO PROVIDE SUCH INFORMATION AS THE CONTRACTOR DEEMS NECESSARY.
BAR DEVELOPMENT LENGTH (IN) CLASS 'B' LAP SPLICE LENGTH (IN) STD 90 DEG. HOOK (IN)
SIZE
B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE B. ALLOWABLE BEARING PRESSURES AS FOLLOWS:
DOCUMENTS, UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE DRAWING BAR TYPE 1 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 EMBED LEG LENGTH BEND DIA.
F
MAT FOUNDATION = 3000 PSF
LATERAL EARTH PRESSURE AT REST = 60 PCF (MOIST) Ko = 0.50 3 15 22 19 28 6 6 3
C. DIMENSIONS MARKED WITH A "X" SHALL BE DETERMINED BY EQUIPMENT MANUFACTURER AND COORDINATE BY
LATERAL EARTH PRESSURE AT REST = 97 PCF (BELOW WATER TABLE) Ko = 0.50
CONTRACTOR 4 19 29 25 37 7 8 3
D. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN PROJECT SPECIFICATIONS. C. GEOTECHNICAL ENGINEER SHALL BE RETAINED BY OWNER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE 5 24 36 31 47 9 10 3 3/4
GRADING AND FOUNDATION PHASE OF CONSTRUCTION. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE
STRUCTURAL ENGINEER.
E. ABBREVIATIONS 6 29 43 37 56 10 12 4 1/2
D. PRIOR TO PLACING ENGINEERED FILL, THE SITE SHALL BE STRIPPED AND PROOF ROLLED. ANY SOFT SPOTS ENCOUNTERED 7 42 63 54 81 12 14 5 1/4
SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL.
8 48 72 62 93 14 16 6
A.B. ANCHOR BOLT FIN FINISH (ED) PL PLATE STRUCTURAL CONCRETE 9 54 81 70 105 15 19 9 1/2
ADD'L ADDITIONAL FLG. FLANGE PLF POUNDS PER LINEAR FOOT
AISC AMERICAN INSTITUTE OF FLR FLOOR PRCST PRECAST 10 61 91 79 118 17 22 10 3/4
STEEL CONSTRUCTION A. REFERENCES:
FND. FOUNDATION PREFAB PREFABRICATED
ALT. ALTERNATE 11 74 111 97 145 19 24 11 1/2
FRMG FRAMING PSF POUNDS PER SQUARE FOOT
1. ACI- 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ALUM. ALUMINUM FT FOOT PSI POUNDS PER SQUARE INCH
2. ACI 350-06 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES
APPROX. APPROXIMATE FTG FOOTING PT PRESSURE TREATED
3. ACI SP-66 ACI DETAILING MANUAL BAR TYPE 1 - CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT
ARCH. ARCHITECT(URAL) GR. GRADE QTY QUANTITY
E 4. CRSI MSP-2-01 MANUAL OF STANDARD PRACTICE LESS THAN Db, CLEAR COVER NOT LESS THAN Db, AND
B.O. BOTTOM OF GRTG GRATING R RISER STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MINIMUM
5. CRSI REINFORCING BAR DETAILING
B.O.F BOTTOM OF FOOTING H.P. HIGH POINT RAD. RADIUS OR
6. CRSI PLACING REINFORCING BARS
B.O.S. BOTTOM OF STEEL H.R. HAND RAIL RD ROOF DRAIN CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT
BOT. BOTTOM HK HOOK REF REFERENCE LESS THAN 2*Db AND CLEAR COVER NOT LESS THAN Db.
B. MATERIALS
BRG. BEARING HORIZ HORIZONTAL REINF. REINFORCEMENT
BAR TYPE 2 - TOP BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST
BTWN BETWEEN HT HEIGHT REQ REQUIRE
1. STRUCTURAL CONCRETE BELOW AND OTHER CASES
C/C CENTER TO CENTER HVAC HEATING VENTILATION AND REQ'D REQUIRED 100% SUBMITTAL
AIR CONDITIONING a) MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (f'c).................5000 PSI
CJ CONSTRUCTION JOINT REV REVISION
CL CENTER LINE I.D. INSIDE DIAMETER
b) ALL CONCRETE AGGREGATE SHALL COMPLY WITH ASTM C33 (NORMAL WEIGHT). PRECAST CONCRETE
RO ROUGH OPENING
c) ALL CONCRETE EXPOSED TO THE ELEMENTS SHALL BE AIR-ENTRAINED IN ACCORDANCE WITH ASTM C260 SEE
CLR CLEAR I.F. INSIDE FACE SCHED SCHEDULE SPECIFICATIONS.
CMU CONCRETE MASONRY UNIT I.J. ISOLATION JOINT SF SQUARE FOOT d) WATER TO CEMENT RATIO (MAX) = 0.44
COL COLUMN IN. INCH SHT. SHEET A. REFERENCES:
e) AIR CONTENT PERCENT BY VOLUME = 6 +/- 1%
CONC CONCRETE INSUL INSULATION SIM. SIMILAR 1. PCI DESIGN HANDBOOK,7TH EDITION
f) SLUMP AT POINT OF PLACEMENT, INCHES: WATER REDUCING ADMIXTURE = 2-4, HIGH RANGE WATER REDUCING
CONST CONSTRUCTION L ANGLE SPA. SPACE ADMIXTURE = 6-8 2. PCI MANUAL FOR QUALITY CONTROL
CONT CONTINUOUS L.P. LOW POINT SPEC SPECIFICATIONS g) FLY ASH: ASTM C 618, TYPE C OR TYPE F (CORROSIVE ENVIRONMENTS) WITH LOSS ON IGNITION NOT MORE THAN 6 3. PCI ERECTOR'S MANUAL
COORD COORDINATE LBS POUNDS SQ SQUARE PERCENT. REPLACEMENT QUANTITY OF CEMENT CONTENT BY WEIGHT SHALL BE NOT LESS THAN 15 PERCENT OR
CTR CENTER LOC LOCATION SS STAINLESS STEEL MORE THAN 25 PERCENT IN CONCRETE B. PRECAST CONCRETE STRUCTURES
DIA DIAMETER MATL MATERIAL STAG. STAGGER h) WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE A. 1. SUBMIT SHOP DRAWINGS AND CACLULATIONS FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION.
DIM DIMENSION MAX MAXIMUM STD STANDARD j) HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER): ASTM C 494, TYPE F OR TYPE G. SHOW DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND SEAL OF A PROFESSIONAL ENGINEER
D DIST DISTANCE MECH MECHANICAL STL STEEL l) CEMENT CONTENT PER CUBIC YARD OF CONCRETE: 564 LBS REGISTERED IN THE STATE OF FLORIDA.
DN DOWN MFR MANUFACTURER STL JST STEEL JOIST
DTL. DETAIL MID MIDDLE / MIDPOINT STRUCT STRUCTURE(AL) 2. REINFORCEMENT
DWG(S) DRAWING(S) MIN MINIMUM, MINUTE SYM SYMMETRICAL a) REINFORCING BARS: ASTM A615, GRADE 60
DWL DOWEL MISC. MISCELLANEOUS T TREAD
E EXISTING MTL METAL T.O.C. TOP OF CONCRETE 3. ACCESSORIES
EA EACH N NEW T/ TOP OF a) BAR SUPPORTS CLASS 1, MAXIMUM PROTECTION (CRSI MANUAL OF STANDARD PRACTICE) FOR ALL SLABS AND
EF EACH FACE N.S. NEAR SIDE TEMP TEMPORARY BEAMS WITH SOFFITS EXPOSED TO VIEW
EJ EXPANSION JOINT N.T.S. NOT TO SCALE THK THCKNESS
EL / ELEV. ELEVATION NA NOT APPLICABLE TOF TOP OF FOOTING 4. GROUT: HIGH STRENGTH, NON-SHRINK STRUCTURAL GROUT.
BY
ELEC ELECTRIC(AL) NO NUMBER TOS TOP OF SLAB
ENGR ENGINEER NOM NOMINAL TRANSV. TRANSVERE C. REINFORCEMENT DETAILING
EQ EQUAL O.C. ON CENTER TYP TYPICAL
EQUIP EQUIPMENT O.D. OUTSIDE DIAMETER UNO UNLESS NOTED OTHERWISE 1. ALL REINFORCING STEEL DETAILS SHALL BE IN ACCORDANCE WITH THE ACI CODE REQUIREMENTS (ACI 318 OR 350 -
EW EACH WAY OPH OPPOSITE HAND CURRENT EDITIONS).
V.I.F. VERIFY IN FIELD
EXIST EXISTING OPNG OPENING 2. REINFORCING STEEL PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO THE ACI OR CRSI DETAILING MANUALS.
VERT VERTICAL ALL BAR AND MESH SUPPORTS MUST BE CLEARLY DETAILED
EXP EXPANSION OPP OPPOSITE W.P. WORK POINT
DESCRIPTION
3. CONCRETE COVER FOR REINFORCING SHALL BE INDICATED ON THE APPLICABLE REINFORCING STEEL SHOP
EXTG EXISTING ORIG ORIGINAL W/ WITH DRAWINGS. HOWEVER, NO REINFORCING IN AREAS EXPOSED TO EARTH, WEATHER ,SEWAGE OR WATER SHALL HAVE
F.S. FAR SIDE PEMB PRE-ENGINEERED METAL W/O WITHOUT COVER LESS THAN TWO INCHES.
C F.V. FIELD VERIFY BUILDING WS WATER STOP. 4. SPECIFIED COVER FOR REINFORCING PER ACI 350 (WATER CONTAINMENT STRUCTURES):
FF FINISH FLOOR PERF PERFORATED WWF WELDED WIRE FABRIC FOOTINGS (BOTTOM)...................................................3.0"
FFE FINISH FLOOR ELEVATION PERP PERPENDICULAR
FOOTINGS (TOP)...........................................................2.0"
WALLS.............................................................................2.0"
SUSPENDED SLABS (BOTTOM)....................................2.0"
\\Tts171fs1.tt.local\ier\Projects\IER\15822\200-15822-17002\BIM\15822-Abbott PS-v2019.rvt
SUSPENDED SLABS (TOP)............................................2.0"
SLAB-ON-GRADE (REBAR).......................................... 2" FROM TOP OF SLAB (U.N.O.)
5. REINFORCEMENT IN WALLS SHALL BE CONTINUOUS. HORIZONTAL BAR LAP SPLICES SHALL BE STAGGERED
DATE
6. PROVIDE CORNER BARS AT ALL WALL AND FOUNDATION CORNERS TO BE LAPPED WITH THE HORIZONTAL BARS.
DESIGN CRITERIA CORNER BARS ARE TO MATCH THE HORIZONTAL BARS IN SIZE, GRADE AND SPACING UNLESS OTHERWISE SHOWN.
A. 7. HOOKS AND BENDS SHALL MEET ACI STANDARD UNLESS OTHERWISE INDICATED.
MARK
REFERENCES:
8. SPLICES: CONTINUOUS REINFORCING BARS SHALL BE FURNISHED WITH CLASS 'B' TENSION LAPS SPLICES INCLUDING
CORNER BARS, UNLESS NOTED OTHERWISE.
1. ICC INTERNATIONAL BUILDING CODE, 2012 EDITION
RISK CATEGORY III IN ACCORDANCE WITH TABLE 1604.5 9. MECHANICAL SPLICES SHALL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE
2. STATE BUILDING CODE: 2015 GEORGIA STATE MINIMUM STANDARD BUILDING CODE AND AMENDMENTS ENGINEER
3. ASCE/SEI 7-10 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 10. REINFORCING STEEL FABRICATION AND PLACEMENT SHALL BE IN ACCORDANCE WITH CRSI MANUAL OF STANDARD
STRUCTURAL GENERAL
PRACTICE AND CRSI PLACING REINFORCING BARS (LATEST EDITIONS).
ABBOTT LAKE ROAD PUMP STATION
ROCKDALE COUNTY, GEORGIA
11. REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED IN MAT GRILLES EQUALLY SPACED AND SECURELY WIRED
B. DEAD LOADS: TOGETHER BEFORE THE CONCRETE IS POURED.
B
12. WALL FOOTING DOWELS ARE TO HAVE A FULL TENSION LAP SPLICE WITH THE WALL STEEL UNLESS NOTED
DEAD LOAD = SELF WEIGHT OTHERWISE.
13. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONCRETE
LIVE LOADS (U.N.O.):
C. 14. ALL OPENINGS THROUGH WALLS, SLABS OR OTHER STRUCTURAL ELEMENTS NOT DETAILED ON THE STRUCTURAL
NOTES
SURCHARGE LOADING = 300 PSF DRAWINGS MUST BE LOCATED BY THE CONTRACTOR AND SHOWN ON THE APPLICABLE REINFORCING STEEL SHOP
VEHICLE LOADING = H-20 DRAWINGS. THE FINAL LOCATION OF ALL OPENINGS MUST BE REVIEWED BY THE ENGINEER BEFORE THE CONCRETE
IS POURED.
M. CONTRACTOR SHALL DESIGN, FURNISH, INSTALL, TEST, OPERATE, MONITOR, AND MAINTAIN A DEWATERING SYSTEM
TO CONTROL HYDROSTATIC PRESSURE AND GROUND WATER ENTERING THE EXCAVATION.
N. SUBMITTALS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE FOLLOWING DOCUMENTS TO THE ENGINEER OF
RECORD:
a) CONCRETE MIX DESIGN
b) CONCRETE REINFORCING DRAWINGS
Project No.: 200-16428-17002
A
7/15/2019 3:07:26 PM
Designed By: TJM
Copyright: Tetra Tech
Drawn By: NNJ
Checked By: JRG
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