ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER

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ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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
ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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
ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
“
       ”
                                 ”

           “
           ”

               GENERAL NOTES
G-02

                               ROCKDALE WATER RESOURCES
ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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
ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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
ABBOTT LAKE ROAD PUMP STATION, FORCE MAIN AND GRAVITY SEWER
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-02
N

                            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-03
N

                                                                                  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-04
ROCKDALE 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-05
SOIL 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-06
00
                                        +
                                     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-07
E
                                                                                        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-08
STATION 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-09
ROCKDALE 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-10
ROCKDALE 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-11
ROCKDALE 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-12
W

                                                                                                                                                                                                                                                                                                                                                                                                           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-13
N
                                                             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-14
Ss

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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

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ROCKDALE WATER RESOURCES
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                                                                                                                                                                                                                                                                                      C-17
Section 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-18
22

                            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-19
Co                             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-20
ELEVATION #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-21
ANALYSIS 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
                                                                                                                                                                                                                                                                      Tac
Project Site (5.58 Acres)
                                                                              W
                                                                                  N

                                                                    S
                                                                              E

       USGS TOPO MAP
C-23

                                                   ROCKDALE WATER RESOURCES
DEK
                                                                                  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 RESOURCES
PUMP STATION SITE
         ACCESS DRIVE
C-25

                           ROCKDALE WATER RESOURCES
55'
                                                                                                                                                                                                                                                                                                                                                                                                                                                 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-26
ROCKDALE 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-27
ROCKDALE 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                                                                          NTS
1                                                    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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S-001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Bar Measures 1 inch
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