Page 85 - planning-committee-packet
P. 85

PLANS ISSUED FOR:
                                                                                                                                                                                       Review
                                                                                                                                                                                      REVISIONS:
                                                                                                                                                                                   No.  Revision/Issue:  Date











                                                                                                                                                                                     SOUTH MOON UNDER  TOWN OF BERLIN WORCESTER COUNTY, MARYLAND














                                                    BMP SGW1
                               30                                               30
                                                                    SGW-1 OUTFALL
                                                  Est. SHWT: 22'    18" HDPE
                                                          PROP
                                              GWT: 21.4' (March 2020)  TOP OF  PROP  L: 49.93'
                            8"SHA BIORETENTION  10YR: 23.82'  BANK  GRADE  S: 0.34%  ROP-II
                                SOIL MIX               EXIST             d50=6"
                                           2YR: 23.27'  GRADE         La=10', W=11.5'  25                                                                                              an scape Arc itects
                                      ESDv: 22.85'
                               25
                              ELEVATION (FT)  BOTTOM ELEV: 22.00'                                                                                                                    i il  n ineers   an   lanners   ur e ors
                                                                         T=18"
                      D-14     20                             19.42'  CONCRETE OUTFALL  20
                                                              21.67'
                              ROP-I
                              d50=6"                          18.33'  STRUCTURE (OS-1)
                           La=10', W=11.5'  21.33'  24"#57 AGGREGATE  6" SOLID PIPE PVC INTO OS-1
                              T=18"   21.00'      6" PERFORATED SUBDRAIN PIPE PVC
                                      20.67'    4"#7 AGGREGATE
                                       18.67'  4"COURSE SAND
                               15                                              15
                                EG: 24.31  PG: 23.13  EG: 24.16  PG: 22.00  EG: 24.62  PG: 22.00  EG: 23.29  PG:  EG: 21.10  PG:                                                     Atlantic Group  10044 Old Ocean City Boulevard Berlin, Maryland 21811  Ph: (410) 629-1160 Fax: (410) 629-1710 www.the-atlanticgrp.com
                                0+00         0+50        1+00         1+50    1+80
                                                  DISTANCE ALONG BASELINE (FT)                                                                                                        & Associates, Inc.
                                                                 D-15
                                                                  BMP SGW2
                        35
                                                                                                     SD-02
                                                                                                    18" HDPE  150 ft. MDSHA ROW (U.S. 113)
                                                                                                    L: 29.01'
                                                                                                    S: 0.50%
                                                                                 GWT: 22.2' (March 2020)  PROP
                                                     PROPOSED   PROP  ROP-I  d50=6"          TOP OF
                        30                           ENTRANCE   GRADE  d50 = 6"  T=18"  Est. SHWT: 22.9'  BANK  TO US113 APPROX. 5 FT.  U.S. 113 E.O.P
                                                                                                  FREEBOARD DEPTH
                                                       DRIVE
                                                                   La=10', W=11.5'
                              d50=6"                               T=18"                 CONCRETE OUTFALL     El. 27.92'
                              T=18"           EXIST                             8"SHA BIORETENTION  STRUCTURE (OS-2)  10YR HGL
                                                                                SOIL MIX
                       ELEVATION (FT)  25  PROP  GRADE                          ESDv:23.89' 10YR:24.69'        EXISTING
                                                                                 2YR:24.42'
                                           GRADE
                                                                                BOTTOM ELEV:23.00'
                                                                                                               DITCH
                                                                      SHWT: 21.93'
                                                                                                   20.50'
                                                       SD-01  FOREBAY ELEV: 23.00'  4"COURSE SAND  22.67'    10 YR. WATER
                                                                                                             LEVEL (APPROX.)
                                                                                                     Q10=3.7 cfs
                        20                            18" HDPE                                     19.33'  V10=4.29 fps                                                              DETAILS
                                                      L: 40.29'
                                                      S: 0.16%           22.33'  19.67'  24"#57 AGGREGATE  ROP-II
                                                                          22.00'                            d50=6"
                                                                                                 4" SOLID PIPE PVC INTO OS-2
                                                                           21.67'                          La=10', W=11.5'
                                                                                        4" PERFORATED SUBDRAIN PIPE PVC  T=18"
                                                                                      4"#7 AGGREGATE
                        15
                          EG: 24.83  PG: 24.63  EG: 25.28  PG: 22.90  EG: 25.95  PG: 22.77  EG: 26.28  PG: 24.87  EG: 24.81  PG: 23.00  EG: 23.21  PG: 23.00  EG: 23.71  PG: 24.64  EG: 27.89  PG:  PROJECT:  No.  DATE:  12/2/2019
                         0+00         0+50         1+00        1+50         2+00         2+50         3+00      3+44.05                                                           DRAWN BY:  CDD  SCALE:  NOTED
                                                                DISTANCE ALONG BASELINE (FT)                                                               8.13.25 PC Meeting Packet_pg. 68 of 78
                                                                                                                                                                                  SHEET:
                                                                                                                                                                                      C-502
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