6" MIN. GREEN INLET MARKER LOCATION CARTWAY STANDARD PENNDOT PRECAST CONCRETE INLET BOX GREEN HIGHWAY GRATE INLET

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1 10'-0" CUR RESTORTION (TYP.) CUR PLCED ON TOP OF CTCH SIN STNDRD CUR 6" MIN. 1. LOCTE PIPE OPENINGS TO PROVIDE MINIMUM 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING. (PENNDOT RC-46M). CUR OVE INLET SHLL E SUPPORTED WITH 2 STONE ETWEEN TOP OF PIPE ND OTTOM OF CUR. CUR OUTSIDE OF INLET SHLL E STNDRD DEPTH. 2. FOOTWY ND CRTWY RESTORTION HS EEN DRWN FOR REFERENCE PURPOSES ONLY. PVEMENT RESTORTION QUNTITIES ND DESIGN MUST CONFORM TO CURRENT PHILDELPHI STREETS DEPRTMENT STNDRDS FOR CITY STREETS ND PENNDOT STNDRDS FOR STTE ROUTES. 3. MINUMUM COVER FOR THERMOPLSTIC PIPE IN ROW IS 2'. 4. PLUMERS PLUG TO MINTIN WTERTIGHT SEL UNTIL CONSTRUCTION IS COMPLETE. PLUMERS PLUG TO E REMOVED T DIRECTION OF PWD. PLUMERS PLUG IS NOT TO EXTEND MORE THN 2" OUT FROM INLET WLL. MTCH EXISTING CUR ND FOOTWY PLN GREEN INLET MRKER LOCTION STNDRD PWD OMG FRME & GRTE PROPOSED EXPNSION JOINT 6" MIN. OFFSET FROM CTCH SIN INLET WTER QULITY PROTECTION FLEXSTORM PROPOSED OND REKER TPE OR PPROVED EQUL FOOTWY SEE NOTE 3 CRTWY 12" - 16" 3'-6" MIN. 8'-0" MX. 7" 6" 15"MIN. SUMP 4' " SECTION - STNDRD PENNDOT PRECST CONCRETE INLET OX 2" MX. 3'-0" SECTION - 1" MIN. CLERNCE SEL WITH PLUMERS PLUG GREEN HIGHWY GRTE INLET 1 11/06/2017 NJ/DJM DD GREEN INLET MRKER, OTHER MINOR UPDTES C-1

2 TRSH PROTECTION INSERT GREEN INLET MRKER LOCTION MTCH EXISTING FOOTWY 1. LOCTE PIPE OPENINGS TO PROVIDE MIN. 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING (PENNDOT RC-46M). 2. OPEN MOUTH T CUR FORMED IN TOP OF INLET OX. 3. MODIFIED PWD CITY INLET TOP SL. OUTER DIMENSIONS REDUCED TO MTCH PENNDOT OX. 4. FOOTWY ND CRTWY RESTORTION HS EEN DRWN FOR REFERENCE PURPOSES ONLY. PVEMENT RESTORTION QUNTITIES ND DESIGN MUST CONFORM TO CURRENT PHILDELPHI STREETS DEPRTMENT STNDRDS FOR CITY STREETS ND PENNDOT STNDRDS FOR STTE ROUTES. 5. MIN. COVER FOR THERMOPLSTIC PIPE IN ROW IS 2'. 6. PLUMERS PLUG TO MINTIN WTERTIGHT SEL UNTIL CONSTRUCTION IS COMPLETE. PLUG TO E REMOVED T DIRECTION OF PWD. PLUG NOT TO EXTEND MORE THN 2" OUT FROM INLET WLL. MTCH EXISTING CUR CONCRETE PRON SEE COMPONENT DETIL TRSH PROTECTION INSERT SEE SPECIFICITONS PLN CONCRETE PRON SEE COMPONENT DETIL WLL MOUNT INLET FILTER SEE SPECIFICTIONS TRSH PROTECTION INSERT FOOTWY CRTWY 3'-6" MIN. 8'-0" MX. 15"MIN. SUMP PLUMER'S PLUG WITH WTERTIGHT SEL SEE NOTE 6 2" MX. 1" MIN. CLERNCE SEL WITH NON-SHRINK GROUT 7" 6" 4' " SECTION - STNDRD PENNDOT PRECST CONCRETE INLET OX 3'-0" SECTION - GREEN CITY INLET 1 10/27/2017 NJ/DJM DD MRKER, CLRIFY OPEN MOUTH FORMTION C-2

3 CONCRETE PRON T TRENCH DRIN REFER TO COMPONENT DETILS ENERGY DISSIPTOR REFER TO COMPONENT DETILS STREET FOOTWY SMP 1. FOR TRENCH DRIN PRODUCT NUMER. TRENCH DRIN FRME ND GRTE/COVER MUST E HEEL SFE, D COMPLINT, OLTLE, ND CPLE OF H-20 LODING. 2. LL TRENCH DRIN CONCRETE MUST E 3500 PSI MIN. 3. NCHOR FRME INTO CONCRETE PER MNUFCTURER'S REQUIREMENTS. FOOTWY TRENCH DRIN GRTE/COVER EXPNSION JOINT (TYP.) W 2 VRIES (SEE PLN) PLN TRENCH DRIN GRTE/COVER EXPNSION JOINT (TYP.) TRENCH DRIN NO. W 1 (IN.) W 2 (IN.) H (IN.) S 1 (%) S 2 FRME & GRTE/COVER (%) PRODUCT W 1 S 1 (1% MIN.) (TYP.) 3" MIN. 6" MX. THROT 2" MIN. 6" MIN. SECTION - MTCH GRDE OF SIDEWLK TRENCH DRIN GRTE/COVER S 2 (1% MIN.) 1-2" MIN. SMP SECTION - TRENCH DRIN C-4

4 GREEN CITY INLET DEPRESS GUTTER 2" T OPENING 2-0" SEL JOINTS ON LL SIDES INLET OPENING (VRIES) PLN MXIMUM SLOPE 12H:1V SEE NOTES 1 ND 2 DEPRESS GUTTER 2" FROM PROJECTED GUTTER LINE T OPENING EXISTING PVEMENT 3" MIN. 6" MX. THROT MIN. CONCRETE SE NOTES 1. MXIMUM SLOPE OF PRON PRLLEL TO CUR IS 12H:1V (8.5%). 2. MXIMUM SLOPE OF PRON PERPENDICULR TO CUR IS 12H:1V (8.5%). 3. CONCRETE PRON THICKNESS () TO MTCH OTTOM OF EXISTING CONCRETE SE COURSE. 4. CONCRETE SE COURSE MINIMUM THICKNESS IS ON CITY STREETS ND 10" ON STTE ROUTES. 5. CONCRETE PRONS SHOULD E LOCTED SO S NOT TO INTERFERE WITH PLNNED OR POTENTIL FUTURE D RMP CONSTRUCTION. SECTION CONCRETE PRON T CITY INLET C-5

5 TRENCH DRIN DEPRESS GUTTER 2" T OPENING 2-0" SEL JOINTS ON LL SIDES INLET OPENING (VRIES) PLN MXIMUM SLOPE 12H:1V SEE NOTES 1 ND 2 DEPRESS GUTTER 2" FROM PROJECTED GUTTER LINE T OPENING EXISTING PVEMENT 3" MIN. 6" MX. THROT 2" MIN. MIN. CONCRETE SE NOTES 1. MXIMUM SLOPE OF PRON PRLLEL TO CUR IS 12H:1V (8.5%). 2. MXIMUM SLOPE OF PRON PERPENDICULR TO CUR IS 12H:1V (8.5%). 3. CONCRETE PRON THICKNESS () TO MTCH OTTOM OF EXISTING CONCRETE SE COURSE. 4. CONCRETE SE COURSE MINIMUM THICKNESS IS ON CITY STREETS ND 10" ON STTE ROUTES. 5. CONCRETE PRONS SHOULD E LOCTED SO S NOT TO INTERFERE WITH PLNNED OR POTENTIL FUTURE D RMP CONSTRUCTION. SECTION CONCRETE PRON T TRENCH DRIN C-6

6 1" MIN. CLERNCE SEL WITH (TYP.) HDPE (TYP.) 3'-0" 3'-0" 1. SEE PLNS FOR DETILS ON PIPES, MTERILS, INVERT ELEVTIONS ND ORIENTTION. 2. SEE PLNS FOR COVER ELEVTION ND STRUCTURE INVERT ELEVTION. x JUNCTION OX WITH LOCKLE STEEL FRME ND COVER PLN (TYP.) 1" MIN. CLERNCE SEL WITH (TYP.) 6" (TYP.) PROFILE 6" (TYP.) JUNCTION OX C-9

7 C MODIFIED CUR D FROM SMP STD. CUR 6" MIN. UNDERDRIN PIPE (OPTIONL) SEE NOTE 6 1. LOCTE PIPE OPENINGS TO PROVIDE MIN. 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING. CUR OVE INLET SHLL E SUPPORTED WITH 2 STONE ETWEEN TOP OF PIPE ND OTTOM OF CUR. CUR OUTSIDE OF INLET SHLL E STNDRD DEPTH. 2. LL CONCRETE COMPONENTS, INLET GRTE ND FRME, INLET TRP, ND CONNECTION TO SEWER SHLL E PWD STNDRD CONSTRUCTION. 3. FOOTWY ND CRTWY RESTORTION HS EEN DRWN FOR REFERENCE PURPOSES ONLY. PVEMENT RESTORTION QUNTITIES ND DESIGN MUST CONFORM TO CURRENT PHILDELPHI STREETS DEPRTMENT STNDRDS FOR CITY STREETS ND PENNDOT STNDRDS FOR STTE ROUTES. 4. MIN. COVER FOR THERMOPLSTIC PIPE IN ROW MUST E 2'. 5. PLUMERS PLUG TO MINTIN WTERTIGHT SEL UNTIL CONSTRUCTION IS COMPLETE. PLUG TO E REMOVED T DIRECTION OF PWD. PLUG NOT TO EXTEND MORE THN 2" OUT FROM INLET WLL. 6. UNDERDRIN FROM SMP IS OPTIONL ND DEPENDS ON PROJECT SPECIFIC DESIGN. WHEN INSTLLED, REFER TO STNDRD INLET WITH PROTECTION ND SLOW RELESE ORIFICE DETILS S PPLICLE. STNDRD PWD TRP ND CONNECTION TO SEWER CRTWY 7-1/2" MIN. UNDERDRIN INVERT TRP INVERT 12" - 16" FOOTWY UNDERDRIN PIPE SEE NOTE 6 FROM SMP 1" MIN. CLERNCE SEL WITH SLOW RELESE ORIFICE SEE NOTE 6 MTCH EXISTING CUR ND FOOTWY STNDRD 6' PWD OMG FRME & GRTE C PLN D DEFLECTOR PN ND CTCH SIN INSERT PROP. EXPNSION JOINT 6" MIN. OFFSET FROM CTCH SIN STNDRD PWD TRP 6" (MIN.) DEFLECTOR PN ND CTCH SIN INSERT DEFLECTOR PN ND CTCH SIN INSERT CRTWY SECTION D-D 12" - 16" PROPOSED OND REKER TPE OR PPROVED EQUL FOOTWY 2" MX. PRECST OVERFLOW WEIR WLL CENTERED IN STRUCTURE SLOW RELESE ORIFICE SEE NOTE 6 1" MIN. CLERNCE SEL WITH PLUMER'S PLUG WITH WTERTIGHT SEL SEE NOTE 5 15"MIN. SUMP 6'-2 3 4" SECTION - SECTION - 2'-7 3 4" SECTION C-C 6 FOOT GREEN DUL CTCH SIN HIGHWY GRTE INLET C-11

8 DEFLECTOR PN ND CTCH SIN INSERT " PLN 3'-3" STNDRD 6' PWD OMG FRTE & GRTE 2' " 6 FOOT GREEN DUL CTCH SIN HIGHWY GRTE INLET SEE COMPONENT DETIL 6' SECTION - STINLESS STEEL FRMING ND LIFT HNDLES ENSURE THT DEFLECTOR PLTE SLOPES TOWRDS FILTER G ULTIMTE YPSS RE FILTER G REPLCELE WOVEN GEOTEXTILE FILTER G SECURED WITH STINLESS STEEL HOSE CLMP STEEL DEFLECTOR PLTE PROTECTION FOR DUL CTCH SIN HIGHWY INLET C-12

9 TRSH GURD INSERT C D FROM SMP CONCRETE PRON T CITY INLET SEE COMPONENT DETIL 1. LOCTE PIPE OPENINGS TO PROVIDE MIN. 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING. 2. LL CONCRETE COMPONENTS, CITY INLET, INLET TRP, ND CONNECTION TO SEWER SHLL E PWD STNDRD CONSTRUCTION EXCEPT THT DDITIONL CONCRETE SHLL E PRECST WITH STRUCTURE TO LOCK OPENING S SHOWN ON SECTIONS. 3. FOOTWY ND CRTWY RESTORTION HS EEN DRWN FOR REFERENCE PURPOSES ONLY. PVEMENT RESTORTION QUNTITIES ND DESIGN MUST CONFORM TO CURRENT PHILDELPHI STREETS DEPRTMENT STNDRDS FOR CITY STREETS ND PENNDOT STNDRDS FOR STTE ROUTES. 4. MIN. COVER FOR THERMOPLSTIC PIPE IN ROW MUST E 2'. 5. PLUMERS PLUG TO MINTIN WTERTIGHT SEL UNTIL CONSTRUCTION IS COMPLETE. PLUG TO E REMOVED T DIRECTION OF PWD. PLUG NOT TO EXTEND MORE THN 2" OUT FROM INLET WLL. 6. UNDERDRIN FROM SMP IS OPTIONL ND DEPENDS ON PROJECT SPECIFIC DESIGN. WHEN INSTLLED, REFER TO STNDRD INLET WITH PROTECTION ND SLOW RELESE ORIFICE DETILS S PPLICLE. CONCRETE PRON T CITY INLET SEE COMPONENT DETIL CRTWY STNDRD PWD TRP ND CONNECTION TO SEWER 7-1/2" MIN. UNDERDRIN INVERT TRP INVERT PRECST CONCRETE TO LOCK CITY INLET OPENING SEE NOTE 2 FOOTWY UNDERDRIN PIPE SEE NOTE 6 FROM SMP 1" MIN. CLERNCE SEL WITH SLOW RELESE ORIFICE SEE NOTE 6 ND COMPONENT DETIL C PLN D PRECST CONCRETE TO LOCK CITY INLET OPENING SEE NOTE 2 STNDRD PWD TRP WLL MOUNT INLET FILTER 6" (MIN.) WLL MOUNT INLET FILTER CONCRETE PRON T CITY INLET SEE COMPONENT DETIL CRTWY SECTION D-D FOOTWY TRSH GURD INSERT SEE SPECIFICITONS PRECST OVERFLOW WEIR WLL CENTERED IN STRUCTURE SLOW RELESE ORIFICE SEE NOTE 6 ND COMPONENT DETIL 2" MX. 1" MIN. CLERNCE SEL WITH PLUMER'S PLUG WITH WTERTIGHT SEL SEE NOTE 5 15"MIN. SUMP TRSH GURD INSERT 6'-2 3 4" SECTION - SECTION - SECTION C-C 6 FOOT GREEN DUL CTCH SIN CITY INLET C-13