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1 OF 9
EROSION & SEDIMENT CONTROL NOTES
0
LOCATION MAP
SCALE IN FEET
1000 1000 2000
LEGEND
PROJECT
STATE HIGHWAY
CITY ROAD
RAIL ROAD
CONTACT LIST
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
PHILADELPHIA 4007 14B
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
CHESTNUT
HILL
MT. AIRY
EAST
SEQUENCE OF CONSTRUCTION
2 OF 9
PHASE I - UTILITY RELOCATION
PHASE II - NIPPON STREET TO GOWEN AVENUE
(STA 29+62 TO 37+50)
1. INSTALL INLET PROTECTION DEVICES WITHIN ACTIVE WORK ZONE
WHERE NOTED ON THE PLANS.
2. REMOVE EXISTING BLOCK PAVERS BY HAND. STORE BLOCK PAVERS
ON SITE.
3. DEMOLISH AND REMOVE EXISTING SEPTA TRACKS AND SUPPORTING
CONCRETE BED. DEMOLISH AND REMOVE EXISTING CONCRETE
SIDEWALKS.
4. REMOVE EXISTING STORM DRAIN INLETS AND LATERALS. INSTALL NEW
INLETS AND LATERALS WHERE INDICATED ON THE PLANS.
5. CONSTRUCT NEW CONCRETE SIDEWALK. CONSTRUCT NEW SEPTA TRACKS
AND SUPPORTING CONCRETE BED.
6. PLANT NEW TREES ALONG GERMANTOWN AVENUE AT LOCATIONS
INDICATED ON THE LANDSCAPING PLANS.
7. PERMANENTLY SEED AND MULCH DISTURBED AREAS OUTSIDE OF NEW
SIDEWALK.
8. RE-CONSTRUCT PAVEMENT USING EXISTING BLOCK PAVERS. PLACE
BLOCKS BY HAND.
9. REMOVE INLET PROTECTION DEVICES PRIOR TO STARTING NEXT PHASE.
PHASE III - GOWEN AVENUE TO ROUMFORT ROAD
(STA 37+50 TO 49+50)
1. INSTALL INLET PROTECTION DEVICES WITHIN ACTIVE WORK ZONE
WHERE NOTED ON THE PLANS.
2. REMOVE EXISTING BLOCK PAVERS BY HAND. STORE BLOCKS
ON SITE.
3. DEMOLISH AND REMOVE EXISITNG SEPTA TRACKS AND SUPPORTING
CONCRETE BED. DEMOLISH AND REMOVE EXISTING CONCRETE
SIDEWALKS.
4. REMOVE EXISTING STORM DRAIN INLETS AND LATERALS. INSTALL NEW
INLETS AND LATERALS WHERE INDICATED ON THE PLANS.
4. CONSTRUCT NEW CONCRETE SIDEWALK. CONSTRUCT NEW SEPTA
AND SUPPORTING CONCRETE BED.
5. PLANT NEW TREES ALONG GERMANTOWN AVENUE AT LOCATIONS
INDICATED ON THE LANDSCAPING PLANS.
6. PERMANENTLY SEED AND MULCH DISTURBED AREAS OUTSIDE OF
NEW SIDEWALK.
7. RE-CONSTRUCT PAVEMENT USING EXISTING BLOCK PAVERS. PLACE
BLOCKS BY HAND.
8. REMOVE INLET PROTECTION DEVICES PRIOR TO STARTING NEXT PHASE.
PHASE V - CRESHEIM VALLEY DRIVE TO MERMAID LANE
(STA 55+90 TO 62+50)
1. INSTALL INLET PROTECTION DEVICES WITHIN ACTIVE WORK ZONE AS
INDICATED ON THE PLANS.
2. REMOVE EXISTING BLOCK PAVERS BY HAND. STORE ON SITE.
3. DEMOLISH AND REMOVE EXISTING SEPTA TRACKS AND CONCRETE
BED. DEMOLISH AND REMOVE EXISTING CONCRETE SIDEWALKS.
4. REMOVE EXISTING STORM DRAIN INLETS AND LATERALS. INSTALL NEW
INLETS AND LATERALS WHERE INDICATED ON THE PLANS.
5. CONSTRUCT NEW CONCRETE SIDEWALKS. CONSTRUCT NEW SEPTA
TRACKS AND SUPPORTING CONCRETE BED.
6. PERMANENTLY SEED AND MULCH DISTURBED AREAS.
7. RE-CONSRUCT PAVEMENT USING EXISTING BLOCK PAVERS. PLACE
BLOCKS BY HAND.
8. REMOVE INLET PROTECTION DEVICES.
PHASE V - ROUMFORT ROAD TO CRESHEIM VALLEY DRIVE
(STA 49+50 TO 55+90)
1. INSTALL INLET PROTECTION DEVICES WITHIN ACTIVE WORK ZONE AS
INDICATED ON THE PLANS.
2. INSTALL TREE PROTECTION FENCES AS INDICATED ON THE LANDSCAPING
PLANS.
3. INSTALL ROCK CONSTRUCTION ENTRANCE AT STA 54+75 LT.
4. INSTALL STREAM DIVERSION PUMPS UPSTREAM OF THE BRIDGE AND
SEDIMENT FILTER BAGS DOWNSTREAM OF THE BRIDGE AS INDICATED ON
THE PLANS. INSTALL TEMPORARY DAMS AS INDICATED ON THE PLANS
BEGINNING UPSTREAM AND PROCEEDING DOWNSTREAM. OPERATE PUMPS
AT ALL TIMES.
5. INSTALL DIVERSION PUMPS IN NORTH STORM SEWER (6’ x 7’-6") AND IN
SOUTH STORM SEWER (3’-6") PIPES WHERE INDICATED ON THE PLANS.
INSTALL TEMPORARY DAMS IN NORTH AND SOUTH STORM SEWER PIPES
WHERE INDICATED ON THE PLANS AND DETAILS. INSTALL SEDIMENT
FILTER BAGS DOWNSTREAM OF THE BRIDGE AS INDICATED ON THE PLANS.
OPERATE PUMPS AT ALL TIMES.
6. INSTALL SCAFFOLDING UNDER AND AROUND BRIDGE AS NECESSARY TO
PERFORM THE STRUCTURAL REHABILITATION AS INDICATED ON THE
BRIDGE PLANS.
7. REMOVE EXISTING BLOCK PAVERS BY HAND. STORE ON SITE.
8. DEMOLISH AND REMOVE EXISTING SEPTA TRACKS AND CONCRETE
BED. DEMOLISH AND REMOVE EXISTING CONCRETE SIDEWALKS.
9. REMOVE EXISTING STORM DRAIN INLETS AND LATERALS. INSTALL NEW
INLETS AND LATERALS WHERE INDICATED ON THE PLANS.
10.CONSTRUCT NEW CONCRETE SIDEWALKS. CONSTRUCT NEW SEPTA
TRACKS AND SUPPORTING CONCRETE BED.
11.RE-CONSRUCT PAVEMENT USING EXISTING BLOCK PAVERS. PLACE
BLOCKS BY HAND.
12.REMOVE SCAFFOLDING AFTER ALL BRIDGE WORK HAS BEEN COMPLETED.
14.INSTALL GROUT BAGS AND RIPRAP PROTECTION WHERE INDICATED
ON THE PLANS.
15.PERFORM BANK STABILIZATION ALONG CRESHEIM CREEK WHERE
INDICATED ON THE PLANS AND DETAILS.
16.REMOVE SANDBAG DIKE AT THE DOWNSTREAM END OF THE BRIDGE.
17.REMOVE SANDBAG DIKES INSIDE THE NORTH AND SOUTH STORM SEWER
PIPES. REMOVE PUMPS INSIDE STORM SEWER PIPES AND ASSOCIATED
SEDIMENT FILTER BAGS.
18.REMOVE SANDBAG DIKE AT THE UPSTREAM END OF THE BRIDGE. REMOVE
PUMPS UPSTREAM OF THE BRIDGE AND ASSOCIATED SEDIMENT FILTER
BAGS.
19.REMOVE ROCK CONSTRUCTION ENTRANCE. REMOVE INLET PROTECTION
DEVICES WITHIN ACTIVE WORK ZONE.
20.PERMANENTLY SEED AND MULCH DISTURBED AREAS.
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
$D
AT
E$
$F
IL
E$
PHILADELPHIA 4007 14B
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
PUMP
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
3 OF 9
STANDARD CONSTRUCTION DETAIL #28
Filter Bag Inlet Protection
Curbed Roadway - Open Mouth Grate Inlets
Maximum Drainage Area = 1/2 acre.
Inlet protection is not required for inlet tributary to sediment basin or trap. Berms required for all
installations.
Earthen berm shall be maintained until roadway is stoned. Road subbase berm shall be
maintained until roadway is paved.
Six inch minimum height asphalt berm shall be maintained until roadway surface receives final
coat.
DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC
HAZARDS
SANDBAG
INSTALLATION DETAIL
ELEVATION VIEW
1
PLAN VIEW
ISOMETRIC VIEW
2" X 2" X 3/4"
RUBBER BLOCK (TYP)
1/4" NYLON ROPE
EXPANSION RESTRAINT
2 MIN
1’ MIN
2 MIN
1
BERM
CURB
1" REBAR FOR
BAG REMOVAL
FROM INLET
INLET
GRATE
STANDARD CONSTRUCTION DETAIL #30
Stone & Concrete Block Inlet Protection
Curbed Roadway - City Inlets
Maximum Drainage Area = 1 acre.
Inlet protection is not required for inlet tributary to sediment basin or trap. Berms required for all
installations.
Earthen berm shall be maintained until roadway is stoned. Road subbase berm shall be
maintained until roadway is paved.
Six inch minimum height asphalt berm shall be maintained until roadway surface receives final
coat.
DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC
HAZARDS
CURB INLET
CONCRETE BLOCKWIRE MESH
GALVANIZED,
11 GAGE, OR
PLASTIC MESH
1/4" MAX. OPENING
WIRE OR PLASTIC MESH
2" X 4" WOOD STUD
CURB INLET
AASHTO #57 STONE
6"
MIN.
STANDARD CONSTRUCTION DETAIL #32
Curbed Roadway - Highway Inlets
Storm Inlet Protection and Berm(s)
* Stone protection is not required for inlet tributary to sedimentation basin or trap. Berms are required for
all installations.
** Earthen berm shall be maintained until roadway is stoned. Road subbase berm shall be
maintained until roadway is paved.
*** Six inch minimum height asphalt berm shall be maintained until roadway surface receives final coat.
One acre maximum drainage area with 15" overflow pipe and 4" head.
AASHTO #57
4" MIN.
3" MIN.
1
3 MIN.3 MIN.
1
BERM
3:1
3:1
**
CURB
**
1’
MIN.
FLOW
6"
MIN.
STORM INLET
GRATE
WIRE MESH GALVANIZED,
11 GAGE OR EQUIVALENT
1/4" MAX. OPENING
BERM
6"
MIN.
PROTECTION*
PIPE 15" MIN.
� ROAD
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
PHILADELPHIA 4007 14B
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
STANDARD CONSTRUCTION DETAIL #26
Pumped Water Filter Bag
PLAN VIEW
DISCHARGE HOSE
PUMP
ELEVATION VIEW
WELL VEGETATED, GRASSY AREA
FILTER BAG*
WELL VEGETATED AREA
INTAKE HOSE
CLAMPS
DISCHARGE HOSE
CLAMPS
WELL VEGETATED, GRASSY AREA
FILTER BAG*
INTAKE HOSE
PUMP
STANDARD CONSTRUCTION DETAIL #19
Standard Filter Fabric Fence (18" High)
* Stakes spaced @ 8’ maximum. Use 2" x 2" wood or equivalent steel stakes.
Filter Fabric Fence must be placed at level existing grade. Both ends of the barrier must be
extended at least 8 feet up slope at 45 degrees to the main barrier alignment.
Sediment must be removed when accumulations reach 1/2 the above ground height of the fence.
Any section of Filter Fabric Fence which has been undermined or topped must be immediately
replaced with a Rock Filter Outlet. See Standard Construction Detial #18.
JOINING FENCE SECTIONS
6" MIN.
6" MIN.
STAKE
STAPLES
SUPPORT STAKE*
FABRIC FENCE
COMPACTED BACKFILL
GROUND
STANDARD CONSTRUCTION DETAIL #15
Rock Construction Entrance with Wash Rack
MAINTENANCE: Rock Construction Entrance thickness shall be constantly maintained
to the specified dimensions by adding rock. A stockpile of rock material shall be
maintained on site for this purpose. Drain space under wash rack shall be kept open at
all times. Damage to the wash rack shall be repaired prior to futher use of the rack. At
the end of each construction day, all sediment deposited on paved roadways shall be
removed and returned to the construction site.
DRAIN SPACEREINFORCED CONCRETE
OR WELDED STEEL PIPE
WASH RACK
AASHTO #1 ROCK (8" THICK)
EXTENDING 25’ MIN. ON BOTH
APPROACHES TO WASH RACK
6’ - 7’
4 OF 9
1
2’ MIN.
EXISTING STREAM BOTTOM
1
GEOTEXTILE, CLASS 4 TYPE A
WORK AREA1 1
SAND BAGS
CRESHEIM CREEK (U/S) XXX 292
NORMAL WATE R
SURFACE ELEVATIO N
CRESHEIM CREE K
0.5’-1.0’
POLYETHYLENE LINER, 6 MILS
AROUND ENTIRE WATER-SIDE
PERIMETER OF TEMPORARY DAM
ITEM NO. 9000-XXXX
1’-0" MIN.
NORMAL
FLOW RAT E
2 YEA R
FLOW RAT E
XXX 264
XXX
PIPE IN NORTH ABUTMENT(6’-0" X 7’-6")
PIPE IN SOUTH ABUTMENT
(42") 61
2 YEAR WATE R
SURFACE ELEVATIO N
CRESHEIM CREEK = 288.5 9
NOTES :
1. CONTRACTOR IS RESPONSIBLE FOR ADQUATELY DESIGNING, INSTALLING AND
MAINTAINING PUMPS FOR DEWATERING AS INDICATED ON THE PLANS .
2. CONTRACTOR MUST NOT STORE EQUIPMENT OR SUPPLIES IN CREEK BED .
3. CONTRACTOR ASSUMES LIABLITY FOR DESIGN ELEVATION OF TEMPORARY
DAM. WATER SURFACE ELEVATIONS ARE PROVIDED FOR
INFORMATION ONLY.
TEMPORARY DAM
CRESHEIM CREEK
1
2’ MIN.
1
GEOTEXTILE, CLASS 4 TYPE A
1 1
SAND BAGS
POLYETHYLENE LINER, 6 MILS
AROUND ENTIRE WATER-SIDE
PERIMETER OF TEMPORARY DAM
ITEM NO. 9000-XXXX
TEMPORARY DAM
STORM DRAIN PIPES
FLOW
EXISTING PIPE BOTTOM
13 HEIGHT OF PIPE
END OFEXISTING PIPE
TOP OF EXISTING PIPE
2’ MIN.
WORK AREA
(CRESHEIM CREEK)
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
PHILADELPHIA 4007 14B
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
5 OF 9
Ubd
Ubd
NOTES:
1. ROADWAY AND SIDEWALK TO BE RECONSTRUCTED IN-KIND. PROPOSED
CONTOURS WILL MATCH EXISTING CONTOURS.
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
0 25 FEET25 FEET
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
$D
AT
E$
$F
IL
E$
SCALE
PHILADELPHIA 4007 14B
SE
E S
HE
ET
SE
E S
HE
ET
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
PUMP
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
6 OF 9
NOTES:
1. ROADWAY AND SIDEWALK TO BE RECONSTRUCTED IN-KIND. PROPOSED
CONTOURS WILL MATCH EXISTING CONTOURS.
Ubd
Ubd
Ubd
Ubd
PROPOSEDLATERAL (TYP.)
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
0 25 FEET25 FEET
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
$D
AT
E$
$F
IL
E$
SCALE
PHILADELPHIA 4007 14B
SE
E S
HE
ET
SE
E S
HE
ET
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
PUMP
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
V
VV
V
NOTES:
1. ROADWAY AND SIDEWALK TO BE RECONSTRUCTED IN-KIND. PROPOSED
CONTOURS WILL MATCH EXISTING CONTOURS.
SOIL TYPE
URBAN LANDUbd
Ubd
Ubd
STOP WORK
+74, 150’ RT
+50 BEGIN PAVING
ASPHALT 35’ RT
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
0 25 FEET25 FEET
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
$D
AT
E$
$F
IL
E$
SCALE
PHILADELPHIA 4007 14B
SE
E S
HE
ET
SE
E S
HE
ET
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LAND
PUMP
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
+40 END GRANITE
CURB & S’WALK
35’ RT
+50 BEGIN PAVING
ASPHALT 35’ RT
STOP WORK
+74, 150’ RT
8 OF 9
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Ha
Ha
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Ha
NOTES:
1. ROADWAY AND SIDEWALK TO BE RECONSTRUCTED IN-KIND. PROPOSED
CONTOURS WILL MATCH EXISTING CONTOURS.
2. REFER TO STREAM STABILIZATION PLAN FOR CONSTRUCTION ALONG
CRESHEIM CREEK.
HATBORO SILT WAM
SOIL BOUNDARY
PROPOSED
LATERAL (TYP.)
STOP WORK
+51, 293’ RT
DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
0 25 FEET25 FEET
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
$D
AT
E$
$F
IL
E$
SCALE
PHILADELPHIA 4007 14B
SE
E S
HE
ET
SE
E S
HE
ET
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
PUMP
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
+ 58 END
FULL DEPTH CONST.
BEGIN MILL & OVERLAY
33’ RT
+ 71 END
MILL & OVERLAY
56’ RT
+ 33 END GRANITE
CURB & S’WALK
33’ RT
+ 81 BEGIN GRANITE
CURB & S’WALK 33’ RT
+ 71 END FULL
DEPTH CONST.
113’ LT
+92 END GRANITE
CURB & S’WALK
68’ LT
+ 10 BEGIN GRANITE
CURB & S’WALK
96’ LT
+ 15 END
CONC CURB
101’ LT
+ 57 END
CONC CURB
101’ LT
STOP WORK
+90, 200’ LT
STOP WORK
+51, 293’ RT
9 OF 9
Ubd
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DISTRICT COUNTY ROUTE SECTION SHEET
REVISIONS DATE BY
6-0
0 25 FEET25 FEET
LEGEND
SILT BARRIER FENCE, 18" HEIGHTSF
CUT LINE
FILL LINE
C
F
GRAVEL FILTER FOR INLET PROTECTION
REVISION
NUMBER
SCALE
PHILADELPHIA 4007 14B
LEGEND
SEDIMENT FILTER BAG
BYPASS PUMP
SEEDING & MULCHING
LIMIT OF DISTURBANCE
ROCK CONSTRUCTION ENTRANCE
DRAINAGE AREA
TEMPORARY DAM
SOIL TYPE
URBAN LANDUbd
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
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