CITY OF TAKOMA PARK, MARYLAND
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1 , MRYLN IORETENTION FCILITY WITH ( OPTION-2) IORETENTION WITH OVERFLOW RINGE SYSTEM TITLE N GENERL NOTES NTS Sept 8,207 RWING SW- No.
2 IORETENTION FCILITY WITH ( OPTION-2) NTS TITLE N GENERL NOTES PPROVE Y: Mar. 23,207 IORETENTION WITH OVERFLOW RINGE SYSTEM SW- RWING No. 2
3 NEW 48" MH N SW-2 RINGE RE PLN- " = 200'-0" # TLE- # #2 SUMMRY OF RINGE RE PER INIVIUL STURUCTUE/FCILITY RINGE RE (CRES) IMP PER STRUCTURE # / FCILITY IORETENTION FCILITY S-2 / -5 INLET # S-3 / -5 INLET REMRKS # S-4 / ROP INLET # S-5 / -4 INLET # S-6 / -5 INLET # S-7 / -5 INLET # S-8 / -5 INLET IO RETENTION FCILITY WITH IO RETENTION FCILITY N RINGE RE PLN- Feb. 27, 207 " = 200'-0" RWING SW-2 No. 3
4 SW-8 SW-7 NEW 48" MH N SW-3 RINGE RE PLN-2 " = 00'-0" IO RETENTION FCILITY WITH IO RETENTION FCILITY N RINGE RE PLN- Feb. 27, 207 " = 00'-0" RWING SW-3 No. 4
5 " = 40'-0" S S SW-8 P-4 P-3 S S S P-, NEW % P-2 S SS P-5 S S S S S SW-7 S NEW 48" MH SW-4 IO RETENTION FCILITY WITH PLN P-2 2.0% 2.0% 2.0% P-, NEW HPE 5.4 % P-6 P-7 P-8 P-9 IO RETENTION FCILITY WITH IO RETENTION FCILITY WITH EISTING IO RETENTION FCILITY N NEW OVERFLOW RINGE SYSTEM PLN Sept 8, 207 " = 40'-0" RWING SW-4 No. 5
6 E CONC. CHNNEL N CUR INLET TO REMIN E STONE PVER TO REMIN REMOVE E CUR OPENING N REPLCE W/ NEW CUR TO MTCH EISTING LIMIT OF ECVTION NECESSRY TO INSTLL -5 INLET E STONE PVER TO E RESTORE FTER INSTLLTION OF NEW INLET REMOVE E CONCRETE CHNNEL N REPLCE W/ STONE PVER TO MTCH E PVER PPRO. LOCTION OF GS LINE; (CONTCTOR IS RESPONSILE TO LOCTE ECT LOCTION EFORE ECVTION) * REMOVE E PVC PIPE RE USE IF IN GOO CONITION * SVE E RIVER JCK ROCK N RE USE LTER * REMOVE N ISPOSE OF PLNTS N IO-SOIL * REMOVE E PERFORTE PVC W/ CLEN OUT N SVE FOR LTER USE IF IN GOO CONITION * SVE E WSHE STONE (M-43) FOR RE-USE N VOI CONTMINTION. IORETENTION FCILITY EISTING CONITIONS N EMOLITION PLN SW-5 " = 0'-0" IO RETENTION FCILITY WITH IO RETENTION FCILITY WITH IO RETENTION FCILITY EISTING CONITIONS N EMOLITION PLN Feb. 27, 207 " = 0'-0" RWING SW-5 No. 6
7 " = 0'-0" GS S S S S S SW-7 RESTORE STONE PVER SOLI SCHEULE 40, 6" I. PVC CLEN OUT NEW SITECST RISER STR NEW SCHEUL 40, 6" PERFORTE PVC CONN. TO INLET NEW MOIFIE ROP INLET W/ INCLINE GRTE (STR#2) GS SW-8 SOLI SCHEULE 40, 6" I. PVC CLEN OUT NEW 2" HPE SOLI, SCH 40, 6" OSERVTION WELL SW-6 IORETENTION FCILITY WITH INLET STRUCTURE PLN S GS IO RETENTION FCILITY WITH IO RETENTION FCILITY WITH IO RETENTION FCILITY WITH INLET STRUCTURE PLN Feb. 27, 207 " = 0'-0" RWING SW-6 No. 7
8 " = '-6" " = '-6" EL 20.33' INV. INTO PON EL ' TOP OF PONING EL 99.58' TOP OF PON SCHE 40, 6" PVC OSERVTION WELL 2" # 57 STONE SCHEULE 40 PERFORTE PVC 2" IO-SOIL 4" # 8 STONE 3" MULCH EL ' TOP OF CUR EL ' TOP OF RISER RESTORE E STONE PVER.00' INV EL 98.38' FLOW LINE OF CONC. CHNNEL T CUR OPENING REVERSILE FRME & GRTE, NEW 2" RCP, INV 99.20' EYON MOIFIE ROP INLET W/ RICK WLLS EYON E CUR OPENING, CONC. CHNNEL, N STONE PVER TO REMIN 6" SCHEULE 40 CLEN OUT NEW RIVER JCK ROCK RIP RP 2" 2" SCHEULE 40 PERFORTE PVC 2% MIN. SLOPE SECTION THROUGH IORETENTION FCILITY (LINE -) SW-7 " = 4'-0" SITECST CONC. RISER STR #4 2" O.C E WY PROVIE 3: SLOPE ET. CK OF CUR N TOP OF PON NEW MH TOP TO MTCH STONE PVER CLOSE E CUR OPENING NEW TYPE -5 INLET RESTORE STONE VVER 6" IO-SOIL 2'-6" 3.00' #8 STONE # 57 STONE SW-7 2 ETIL T IORETENTION OUTFLL SW-7 3 ETIL T INFLOW CUR OPENING IO RETENTION FCILITY WITH IO RETENTION FCILITY WITH CROSS SECTIONS N ETILS OF IORETENTION FCILITY Mar 3, 207 S INICTE RWING No. 8 SW-7
9 PPROVE Y: 3/4" = '-0" Mar 23, 207 #57 STONE MOEL R-878-0G 6" REINFORCE CONC. 85% IN GREE RE INLET SE W/ (3) # 4 EW 95% COMPCTE FILL OR CROSS SECTIONS - N FRME & GRTE SECTION THRU (-) STR#2, OPTION-2 3/4" = '-0" SW-8 INV 99.20' #7, EL 20.34' #42, EL 20.83' 6" RICK MSONRY INLET WLL 5" RCP, OUT REVERSILE FRME & GRTE 6" REINFORCE CONC. CUR OPENING W/ (3) #4 EW 5" HPE OR RCP 2 TYPICL. PIPE N TRENCH SECTION SW-8 3/4" = '-0" KIRKLYNN N KENNEWICK VE IORETENTION FCILITY WITH RINGE SYSTEM IORETENTION FCILITY WITH OVERFLOW SECTION THRU REVERSILE FRME & GRTE ( R-878-0G) 3/4" = '-0" #4, EL 20.85' GRTE FRME 3 SW-8 9
10 205.00' NEW S- NEW S- NEW S ' TOP OF PON EL 202.3' EL 99.88' E GRE ' 2.7% EL 98.75' ' P,2" HPE % 95.00' INV. EL 99.20' ST INV. EL 98.2' ST ' INV. EL 98.38' ST P,5" RCP GS LINE CROSSING INV. EL 95.60' ST ' 95.00' INV. EL 93.57' 20" 2.0% 48" MH 90.00' ' S- TO S-, S- TO S-2 STORM RIN PIPE PROFILE " = 20'-0" (H) " = 5'-0" (V) SW-9 KIRKLYNN N KENNEWICK VE IORETENTION FCILITY WITH IORETENTION FCILITY WITH OVERFLOW RINGE SYSTEM PROPOSE STORM RIN PROFILE PPROVE Y: Sept 8, 207 S INICTE STORM RIN PROFILE 0
11 TLE-2 TLE-3 STR # ESCRIPTION IMENSION (FT) MC OT STR # S- 5.00' x 3.00' Ex. S-2 Ex.S-3 Ex. "-5" CMU Inlet Ex. "-5" brick Inlet INTERIOR 5.00' x 3.00' 5.00' x 3.00' Ex.S-4 Ex. rop Inlet 4.00' x 3.00' Ex.S-5 Ex. Conc. Inlet 4.00' x 3.00' Ex.S-6 Ex.S-7 Ex.S-8 Ex.S-9 Ex.S-0 Precast conc. type "-5" rick type "-5" rick type "-5" rick, ox Manhole SH, rop Inlet 5.00' x 3.00' 5.00' x 3.00' 5.00' x 3.00' 0.00' x 4.30' 5.50' x 5.00' STORM RIN STRUCTURE SCHEULE TOP/RIM ELEV. INVERTS (ft) PIPE #, IN/OUT ELEVTION (ft) ITIONL NOTES LOCTION Out/ (P)5" RCP Inlet to be installed near gas line. Contractor shall locate gas line before excavation N: ' E: ' In/ (P)5" RCP RCP # to be connected to ex inlet STR E S-2. Contractor shall verify invert elevation and make N: ' In/ 8" Cast Iron R adjustments if necessary. E: ' Out/ (P2) 20" RCP In/(P3) 6" PVC 96.2 N: ' In/ (P4) 5" RCP ll pipes and STR are existing. No improvement needed. This information is for design purpose only. E: ' Out/ (P5) 5" RCP Out/ (P3) 6" PVC ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' E: ' 99. Out/ (P4) 5" RCP ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' ut Inlet was clogged with sediment. It needs cleaning. E: ' 99.0 Out/ (P6) 5" HPE ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' E: ' Out/ (P8) 5" RCP ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' E: ' In/ (P8) 8" RCP In/ (P7) 20" RCP Out/ (P9) 24" RCP In/ (P2) 20" RCP In/ (P6) 5" HPE In/ (P5) 5" RCP Out/ (P7) 22" RCP In/ (P9) 22" RCP Out / (P0) 60" RCP 89.9 ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' 9.7 E: ' ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' 92.8 E: ' ll pipes and STR are existing. No improvement needed. This information is for design purpose only. N: ' E: ' S PIPE No. INV. STR # T PIPE OUT STORM RIN PIPE SCHEULE PIPE INFORMTION T PIPE IN LENGTH (ft) SLPOE (%) SIZE/TYPE P ' 2.7 2" HPE P S-2@ '.3 5" RCP P ' " RCP P " RCP P " HPE P " PVC P " RCP P " RCP P " RCP P " RCP P " RCP REMRKS NEW PIPE TO E INSTLLE PIPE IS CONNECTE TO NEW ROP INLET JCENT TO S-6 INLET E. RCP TO E CONNECTE TO NEW 48" CONC. MH E. RCP TO E CONNECTE TO NEW 48" CONC. MH EISTING PIPE TO REMIN EISTING PIPE TO REMIN EISTING PIPE TO REMIN EISTING PIPE TO REMIN EISTING PIPE TO REMIN EISTING PIPE TO REMIN EISTING PIPE TO REMIN P N/ N/ " RCP EISTING PIPE TO REMIN KIRKLYNN N KENNEWICK VE IORETENTION FCILITY WITH IORETENTION FCILITY WITH OVERFLOW RINGE SYSTEM PROPOSE N EISTING STRUCTURE N PIPE SCHEULES Sept 8, 207 S INICTE STORM RIN SCHEULE
STANDARD CONSTRUCTION DETAILS STORM DRAINAGE REVISED - MAY 2017 DEPARTMENT OF ENGINEERING
STNDRD CONSTRUCTION DETILS STORM DRINGE REVISED - MY 2017 DEPRTMENT OF ENGINEERING GENERL NOTES CONCRETE,SPHLT STREET REPIR,PIPE EDDING UTILITY SUPPORT,WTER MIN LOWERING,CONCRETE COLLR TYPE "" STORM SEWER
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