dekalb co. water & sewer notes breedlove...
TRANSCRIPT
NOTE:CONTRACTOR SHALL REMOVE PAVEMENT, CONCRETE WALKS,CURB AND GUTTER, FENCES, AND SIGNS AS NECESSARY TOINSTALL UTILITY UPGRADES. HOWEVER CONTRACTOR MUSTMAKE ALL EFFORTS TO SAVE TREES AND PROTECT UTILITIES.CONTRACTOR SHALL RECORD LOCATION OF ALL EX. PAINTMARKINGS, PAVEMENT LOCATIONS AND CONC. WALKLOCATIONS AND SHALL REPLACE TO MATCH EXISTING AND PERDETAILS AND DEKALB COUNTY STANDARDS. ALL DISTURBEDAREAS THAT ARE NOT IMPERVIOUS MUST BE PERMANENTLYSTABILIZED WITH BERMUDA SOD.
NOTE:RETAINING WALL SPOT ELEVATIONS ARE BASED ON AGYMNASIUM FFE OF 869.00 (TBM).
SITE LAYOUT &UTILITY PLAN
C100
Know what's below.before you dig.CallDial 811
Or Call 800-282-7411
CAUTION
B R E E D L O V ELAND PLANNINGLandscape Architects • Civil Engineersw w w . l a n d p l a n n i n g . n e t
DEKALB CO. BACKFLOW PREVENTION NOTES
DEKALB CO. WATER & SEWER NOTES
PROJ# 15129
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WoodridgeElementarySchoolCapitalRenewal
4120 Cedar Ridge TrailStone Mountain, GA 30083
KEY PLAN
GYM
A
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SCHOOL CODE: 644 0675
DCSD Project # 430 - 422
24-HOUR CONTACTCHANTÉ LEMON
PROJECT MANAGER419-297-0904
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C.O.
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C.O.
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30.7
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27.48
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29.98
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43.61
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24.29
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30.63
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SS
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10" DIP
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10" DIP
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120 LF 10" DIP
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X
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ASPHALT
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ASPHALT
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CONC.
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48" CMP
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54 LF 36" CMP
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99 LF 24" CMP
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143 LF 24" CMP
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187 LF 18" CMP
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111 LF 15" CMP
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INV. OUT=850.11
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INV. IN=850.29
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TOP=852.69
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INV. OUT=852.70
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TOP=855.32
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CB
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INV. OUT=843.69
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INV. IN(B)=843.78
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INV. IN(A)=849.17
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TOP=862.34
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JB
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111 LF 42" CMP
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113 LF 42" CMP
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JB
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40 LF 18" CMP
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106 LF 24" CMP
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18" CMP
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54 LF 18" CMP
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47 LF 18" CMP
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60 LF 30" CMP
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65 LF 30" CMP
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INV. OUT=849.54
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INV. IN=849.64
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TOP=857.24
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INV. OUT=845.22
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INV. IN=845.24
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TOP=858.16
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CH=197.07'
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R=120.00'
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A=231.20'
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S54%%d48'00"E
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(60' R/W)
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CEDAR RIDGE TRAIL
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UM
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1/2 " RB
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CH=283.41
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R=350.00'
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A=291.78'
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S80%%d54'00"E
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813.83
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S89%%d51'00"W
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579.93
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23.95
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203.70
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S52%%d21'00"E
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682.00
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N10%%d20'00"E
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229.90
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10" ORNAMENTAL
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10" ORNAMENTAL
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860.09 X
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860.30 X
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UGE
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24" HARDWOOD
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12" MAPLE
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E
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UGE
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UGE
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GATE
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X
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DRIVEWAY
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DRIVEWAY
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6" ORNAMENTAL
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8" ORNAMENTAL
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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6" ORNAMENTAL
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6" ORNAMENTAL
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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BRICK
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ONE STORY
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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TRAILER
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SIDEWALK
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SIDEWALK
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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SIDEWALK
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PUMP
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SUMP
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INV. OUT=842.06
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INV. IN(B)=843.60
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INV. IN(A)=842.26
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TOP=851.50
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SSMH
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INV. OUT=841.51
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INV. IN=841.55
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TOP=847.26
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SSMH
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INV. OUT=852.31
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TOP=856.56
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DI
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INV. OUT=851.44
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INV. IN=851.44
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TOP=856.04
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DI
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INV. OUT=850.85
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INV. IN=850.90
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TOP=857.40
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DI
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INV. OUT=860.13
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INV. IN=861.39
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TOP=867.49
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CB
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INV. OUT=853.22
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INV. IN=854.87
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TOP=862.87
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DI
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INV. OUT=850.34
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INV. IN(B)=850.50
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INV. IN(A)=850.48
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TOP=858.74
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DI
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INV. OUT=849.08
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INV. IN=849.08
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TOP=856.93
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DI
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INV. OUT=851.89
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INV. IN=853.63
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TOP=858.63
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DI
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INV. OUT=844.34
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INV. IN=844.34
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TOP=857.94
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DI
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INV. OUT=845.60
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INV. IN=845.53
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TOP=858.40
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DI
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INV. OUT=846.56
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INV. IN=846.74
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TOP=859.43
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DI
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INV. OUT=847.19
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INV. IN=847.58
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TOP=857.66
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DI
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GROUND
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PLAY
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INV 825.55
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IPF
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INV 822.98
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1/2" REBAR
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14" MAPLE
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16" HARDWOOD
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4"
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EXISTING
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GAS METER
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869
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866.75
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860.31
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6%%c LF 24" CMP
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8"~ PVC ROOF
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DRAINAGE TYP.
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867.25
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861.75
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FIRE LANE NO PARKING
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SIDEWALK
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CO
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CO
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4.75% SLOPE
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INV 823.65
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INV 825.67
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INV 832.3%%c
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UGE
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GRASS
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43 LF 18" CMP
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ROOF IS 15.1%%c'
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ABOVE GROUND
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ABOVE GROUND
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ABOVE GROUND
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ABOVE GROUND
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ROOF IS 14.38
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DUMPSTER
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PAD
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24" CURB
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AND GUTTER
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ROLLBACK CURB
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AND GUTTER
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ROLLBACK CURB
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AND GUTTER
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CHANGES TO 24"
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CURB AND GUTTER
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ROLLBACK CURB
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AND GUTTER
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24" CURB
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AND GUTTER
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24" CURB
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AND GUTTER
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TRANSFORMER
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FLAG POLE
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PLANTER
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4' CHAINLINK
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FENCE
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CHAINLINK FENCE
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CHANGES TO 1%%c'
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CHAINLINK FENCE
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4' CHAINLINK
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FENCE
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6' CHAIN LINK
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FENCE
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AIR CONDITIONING
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TRANSFORMER
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6' CHAINLINK
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FENCE
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SATELLITE
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DISH
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LOADING
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DOCK
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ONE STORY
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BLOCK
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GAS LINE SHOWN
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PER DEKALB COUNTY
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MAINTENANCE
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CONC.
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T
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T
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6" DIP TO
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BUILDING
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6' CHAINLINK
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FENCE
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BRICK
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BRICK
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OUTLET CONTROL
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STRUCTURE
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2%%c L.F. 18" CMP
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122 LF 24" CMP
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61 LF 24" CMP
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10'
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75'
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20'
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T.W.: MATCH EXISTING (873;) B.W.: 868.65
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T.W.: MATCH EXISTING (870;) B.W.: 868.50
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T.W.: MATCH EXISTING (872;) B.W.: 868.50
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HVAC PAD ENCLOSURE (REFER TO ARCHITECTURAL & MEP)
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68.45
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68.20
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68.00
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TOP OF PAD: 869.00
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6" DIP SANITARY SEWER GREASE LINE @ 1.0% MIN. (MIN. 4.0' OF COVER)
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CONTRACTOR SHALL CONNECT 6" DIP SANITARY SEWER GREASE LINE TO EX. 6" DIP SANITARY SEWER LINE W/ WYE FITTING
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EX. DOMESTIC WATER LINE (SIZE TO BE DETERMINED)
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APPROXIMATE LOCATION OF EX. WATER METER
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CONNECT 6" DIP SANITARY SEWER LINE TO 6" DIP GREASE LINE W/ WYE FITTING DOWNSTREAM OF GREASE TRAP.
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CONTRACTOR SHALL CONFIRM THAT NO UTILITY CROSSING CONFLICTS WILL OCCUR PRIOR TO INSTALLATION OF SANITARY SEWER PIPE.
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CONTRACTOR SHALL CUT & PATCH EXISTING PAVEMENT AS NECESSARY TO INSTALL GREASE TRAP & SANITARY SEWER PIPE. (REFER TO DETAIL FOR MORE INFO)
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PROPOSED 3,000 GALLON EXTERNAL GREASE TRAP (REFER TO DETAIL & SIZING CALCULATIONS)
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PROPOSED GREASE TRAP INV. IN: 0.5' HIGHER THAN INV. OUT INV. OUT: TBD
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CLEANOUT (TYP.)
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REPLACE EX. BACKFLOW PREVENTER W/ RPZ PER DEKALB COUNTY STANDARDS (RPZ SIZE SHALL MATCH SIZE OF EX. WATER LINE)
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DO NOT DUPLICATE DRAWINGS WITHOUT WRITTEN PERMISSION
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THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE DESIGN PROFESSIONAL ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF UTILITIES WITHIN THE LIMITS OF THE WORK. DAMAGE TO EXISTING UTILITIES BY THE CONTRACTOR, FROM HIS/ HER OPERATIONS, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE SERVICES OF A PRIVATE UTILITY LOCATOR FIRM DURING THE ENTIRE COURSE OF CONSTRUCTION. CONTRACTOR SHALL PAY FOR SAID SERVICES. CONTRACTOR SHALL IMMEDIATELY REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.
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CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION OF BACKFILL OF ALL UTILITY TRENCHES WITHIN SITE WORK LIMITS. THIS INCLUDES TRENCHES DUG AND BACKFILLED BY LOCAL UTILITIES, SUCH AS POWER, GAS, TELEPHONE, ETC. CONTRACTOR SHALL PROVIDE ADDITIONAL BACKFILL AND COMPACTION AS NECESSARY, IF SETTLEMENT OCCURS.
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SCALE: 1"=40'-0"
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20
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CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO EXAMINE AND BECOME FAMILIARIZED WITH THE EXISTING CONDITIONS WITHIN THE LIMITS OF CONSTRUCTION SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL REPLACE OR RESTORE EXISTING ITEMS DAMAGED DURING CONSTRUCTION. REPLACEMENT ITEM OR RESTORED ITEM SHALL MATCH EXISTING AND MEET OR EXCEED CONDITION PRIOR TO CONSTRUCTION.
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DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH BERMUDA SOD NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FORM THE POINT OF WRESTED VEGETATION WITHOUT FIRS ACQUIRING THE NECESSARY VARIANCES AND PERMITS ANY AMENDMENTS/REVISIONS TO THE ES&PC PLAN HAVING A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH , LAND DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
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EROSION CONTROL NOTES
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CONTRACTOR SHALL VERIFY EXISTING SANITARY/STORM SEWER INVERT ELEVATIONS AND CONFIRM PROPOSED INVERT ELEVATIONS WITH DESIGN ENGINEER PRIOR TO CONSTRUCTION.
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1. ALL REQUIRED BACKFLOW DEVICES MUST BE INSTALLED PER DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT STANDARDS AS CLOSE AS PRACTICAL TO PROPERTY LINE AND OUT OF RIGHT-OF-WAY 2. INSTALLATION OF BACKFLOW DEVICES INSIDE THE BUILDING IS NOT ALLOWED WITHOUT PRIOR APPROVAL FROM BACKFLOW SECTION OF DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT. 3. CALL (404) 687-4075 FOR BACKFLOW INSPECTION PRIOR TO INSTALLING ANY BACKFLOW DEVICE
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1. ALL DESIGN AND CONSTRUCTION FOR WATER, SEWER, FIRE LINES, LIFT STATIONS, & BACKFLOW PREVENTION SHALL COMPLY WITH DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT DESIGN STANDARDS 2009 EDITION, VERSION 1.0. ACTUAL FIELD CONDITIONS MAY DICTATE MORE STRINGENT REQUIREMENTS IF DEEMED NECESSARY BY THE CONSTRUCTION INSPECTOR. 2. DEVELOPER SHALL PROVIDE RECORD DRAWINGS "AS-BUILT PLANS" AND "FINAL PLATS" (IF APPLICABLE) IN HARD COPY AND ELECTRONIC FORMAT, AS WELL AS, RECORD ALL EASEMENTS THAT WILL BE DEDICATED TO DEKALB COUNTY IN THE COURT HOUSE, PRIOR TO APPROVAL OF AS-BUILT PLANS. 3. F.0.G. COMPLIANCE (GREASE TRAP) REVIEW AND APPROVAL REQUIRED. CALL (404) 687-7157. 4. FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE COUNTY WATER AND SEWER ENGINEER BEFORE CHANGES ARE IMPLEMENTED. 5. FOR PROJECTS WITHIN CITIES, CONTRACTOR SHALL PROVIDE A MAINTENANCE BOND TO DEKALB COUNTY FOR WATERSHED UTILITIES PRIOR TO APPROVAL OF AS-BUILT PLANS. 6. CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER LINES AFTER CONNECTIONS ARE MADE TO THE EXISTING SEWER TIE-IN POINTS. TRACER WIRE TO BE INSTALLED FOR PVC PIPES. 7. CONTRACTOR MUST NOTIFY THE WATER & SEWER CONSTRUCTION INSPECTOR FOR AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. CONTACT M. MCGUIRE (DISTRICT 18) (PHONE) 404-687-4060. 8. THRUST BLOCKS ARE REQUIRED WHEREVER PIPE CHANGES DIRECTION (TEES, BENDS, ETC.) 9. GRAVITY SEWER LINE MATERIAL SHALL BE PVC (SDR35) OR DIP (CLASS 350) 10. PROVIDE EASEMENT PLAT & DEED FOR REVIEW FOR ALL SANITARY SEWER AND WATER EASEMENTS (AFTER CONSTRUCTION AND WITH AS-BUILTS. 11. WATER AND SEWER ACCESS FEES NEED TO BE PAID UNDER THE FOLLOWING CIRCUMSTANCES: NEW CONSTRUCTION, RE-DEVELOPMENT, ADDITIONS, CHANGE OF USE, ETC. THESE FEES ARE TO BE PAID AT 330 W. PONCE DE LEON AVE, 2ND FLOOR. FAILURE T SETTLE THESE FEES WILL RESULT IN DELAYS FOR OBTAINING WATER & SEWER PLAN APPROVAL, AS WELL AS CERTIFICATE OF OCCUPANCY/COMPLETION. CALL (404) 371-4918 FOR FEE CALCULATIONS OR ANY QUESTIONS. 12. FIRE LINES, F.O.G., BACKFLOW PREVENTION, AND LIFT STATIONS REQUIRE SEPARATE REVIEW. 13. TO PURCHASE A COPY OF THE DESIGN STANDARDS, PLEASE CALL (770) 414-2383 OR (770) 621-7272.
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NO IRRIGATION LINE PRESENT ON SITE.
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ALL ON-SITE WATER & SANITARY SEWER IS PRIVATE.
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CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS AS REQUIRED BY CONTRACT DOCUMENTS AND LOCAL GOVERNING REGULATIONS
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SCHEMATIC
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2/16/16
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50%%% CD DRAWINGS
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8/8/16
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100%%% CD DRAWINGS
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10/15/16
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BID DOCUMENTS
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12/21/16
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REVISION 1
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2/14/17
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PROFESSIONAL
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No. 1083
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12-21-2016
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CAFETERIA SEATING CAPACITY - 529 KITCHEN HOURS OF OPERATION: 7:00 AM - 7:30 AM 10:05 AM - 12:25 PM