Revised E_S Sheets GK101 and GK102 3.18.2024.pdf

1.5%

1.5%

BLDG EXPANSION

FFE=846.61

STAIR WELL

G G

EX1EX2

EX3

EX4

SD1

SD2

No Parking

HR & Lab Loading

Fire

Fire

Fire

Fire Conn

HR & Lab Reserved for

Fire

BUILDING 1

Fire Conn

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W W W W W W W

W

W

W WWWWWWWWWWWWWWWWWWWWWWWWWW

W

W

WWWWWWWWW

W W

W W

W W

W W

W W

W

W W

W W

W W

W

W W

W

W W

W W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W W W W W W W W W W W W W W

W

W W W W W W W W W

W

W

W

W

W

W

G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G G

G G

G

G G

G G

G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

UGC UGC UGC UGC UGC UGC

UGC

UGC

UGC

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGC UGC UGC UGC UGC UGC

UGC

UGC

UGC

OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

3 3

TOPSOIL STOCKPILE

AREA (SIZE AND LOCATION

MAY BE MODIFIED

DEPENDING ON ACTUAL

SIZE OF STOCKPILE AREA

AND FIELD CONDITIONS)

CFS - #2

CFS - #1

CFS - #3

NPDES BOUNDARY

NPDES BOUNDARY

NPDES BOUNDARY

DISCHARGE POINT "001" (EX.

STORM SEWER SYSTEM)

EX1EX2

EX3

EX4

SD1

SD2

TYP

No Parking

HR & Lab Loading

Fire

Fire

Fire No Parking

Fire Conn

HR & Lab Reserved for

Fire

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

MEP ENGINEER:

BOWMAN FOSTER

6353 Center Drive Norfolk, VA 23502 757-466-7400

HEALTHCARE PLANNER:

EYP

811 West Hargett St.

Raleigh, NC 27603 713-852-3610

ARCHITECT:

CB DESIGN GROUP

421 King Street

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

Erie VA Medical Center 135 East 38th Street, Erie, PA 16504

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

STRUCTURAL ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

FP/LS ENGINEER:

STANTON ENGINEERING

10280 Old Columbia Rd.

Ste. 275 Columbia, MD 21046 410-290-9304

CIVIL ENGINEER:

Integrity Federal Services 148 S. Queen Street Suite 201 Martinsburg, WV 25401 304-725-8456

03/07/2023

VA 562-184ERIE VAMC - CONSOLIDATED

PRIMARY CARE

CDF SUBMISSION

VA

-1

. A

E9

X.

1/

/2 1.

pd f

BJSDCW

EROSION AND SEDIMENT CONTROL

PLAN

GK101

EROSION AND SEDIMENT CONTROL LEGEND

KEY NO. GRAPHIC DESCRIPTION DETAIL/PG

LIMITS OF CONSTRUCTION/NPDES

BOUNDARY

4 INLET PROTECTION

STONE CONSTRUCTION

ENTRANCE WITH WASH RACK

CONCRETE WASHOUT

COMPOST FILTER SOCK3

DIVERSION DIKE5

N

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

SITE KEY MAP

NOT TO SCALE

N

OL

D

FR

EN

CH

R

OA

D

EAST 38TH STREET

IMPROVEMENT

AREA

EROSION AND SEDIMENT CONTROL PLAN

DISCHARGE POINT

RECEIVING SURFACE WATER

MILL CREEK - CH. 93 CLASS: WWF, MF

REVISED PER ERIE CONSERVATION DISTRICT COMMENTS 03/18/2024

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F.H.

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text W.V.

AutoCAD SHX Text F.H.

AutoCAD SHX Text W.V.

AutoCAD SHX Text 5"

AutoCAD SHX Text F.P.

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2"(3)

AutoCAD SHX Text 2"(5)

AutoCAD SHX Text 3"(5)

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text

GM

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

GM

AutoCAD SHX Text

GM

AutoCAD SHX Text

GM

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

VA HOSPITAL

AutoCAD SHX Text

FFE: 274.56

AutoCAD SHX Text Fire Syst.

AutoCAD SHX Text Shut-off

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

POST INDICATOR VALVE (TBR)

AutoCAD SHX Text W

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text W

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text W

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text W

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

12" DISTRIBUTION MAIN

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text

20" STEEL

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text

TELE. MH

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

FIRE ALARM JUNCTION BOX

AutoCAD SHX Text

MAG NAIL N: 714113.4690 E: 1340891.4160 ELEV: 260.60

AutoCAD SHX Text

SCHOOL ZONE SIGN & SIGNAL

AutoCAD SHX Text

AGGRESSIVE DRIVER SIGN

AutoCAD SHX Text EAST 38th STREET - STATE ROUTE 4016 (90' RIGHT OF WAY)

AutoCAD SHX Text

EX. MANHOLE (ASSUMED SAN.)

AutoCAD SHX Text

EX. SAN MH RIM: 263.05 INV IN (S): 253.35

AutoCAD SHX Text

INFORMATION SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

SIGN KEEP RIGHT

AutoCAD SHX Text

END SCHOOL ZONE SIGN

AutoCAD SHX Text

(TBR)

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CANOPY COLUMN POST TO REMAIN (TYP.)

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

VA HOSPITAL

AutoCAD SHX Text

FFE: 274.56

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

AutoCAD SHX Text

GK102

AutoCAD SHX Text

AutoCAD SHX Text

GK102

AutoCAD SHX Text

AutoCAD SHX Text

GK102

AutoCAD SHX Text 5-6

AutoCAD SHX Text

GK102

AutoCAD SHX Text

AutoCAD SHX Text

GK102

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

MEP ENGINEER:

BOWMAN FOSTER

6353 Center Drive Norfolk, VA 23502 757-466-7400

HEALTHCARE PLANNER:

EYP

811 West Hargett St.

Raleigh, NC 27603 713-852-3610

ARCHITECT:

CB DESIGN GROUP

421 King Street

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

Erie VA Medical Center 135 East 38th Street, Erie, PA 16504

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

STRUCTURAL ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

FP/LS ENGINEER:

STANTON ENGINEERING

10280 Old Columbia Rd.

Ste. 275 Columbia, MD 21046 410-290-9304

CIVIL ENGINEER:

Integrity Federal Services 148 S. Queen Street Suite 201 Martinsburg, WV 25401 304-725-8456

03/07/2023

VA 562-184ERIE VAMC - CONSOLIDATED

PRIMARY CARE

CDF SUBMISSION

VA

-1

. A

E9

X.

1/

/2 1.

pd f

BJSDCW

EROSION AND SEDIMENT CONTROL

DETAILS

GK102

STANDARD CONSTRUCTION DETAIL #6-4

TOP OF SLOPE BERM

NOT TO SCALE7

STANDARD CONSTRUCTION DETAIL #4-15

FILTER BAG INLET PROTECTION - TYPE C INLET

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET

NOT TO SCALE6NOT TO SCALE5

TEMPORARY VISUAL BARRIER

CONSTRUCTION FENCE NOTES/SPECIFICATIONS:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION

FENCE, SEVEN FOOT MINIMUM HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS AND NOT

THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ALLOW FOR

THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED CONSTRUCTION FENCE SYSTEM FOR REVIEW AND

APPROVAL BY THE RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS

WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY THE

RE/COR.

TEMPORARY VISUAL BARRIER CONSTRUCTION FENCE

NOT TO SCALE8

ADAPTED FROM STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG W/ COMPOST FILTER SOCK

NOT TO SCALE2 NOT TO SCALE3 COMPOST FILTER SOCK

FL

OW

FLOW

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2 IN. x 2 IN. WOODEN

STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL

MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS

TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND

DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD

AS A SOIL SUPPLEMENT.

STANDARD CONSTRUCTION DETAIL #3-2

ROCK CONSTRUCTION ACCESS WITH WASH RACK

NOT TO SCALE1 NOT TO SCALE4 CONCRETE WASHOUT

REVISED PER ERIE CONSERVATION DISTRICT COMMENTS 03/18/2024

AutoCAD SHX Text FILL SLOPE TRACKED, SEEDED AND MULCHED IN 15 FT. VERTICAL INCREMENTS, BLANKETED IN CRITICAL AREAS.

AutoCAD SHX Text

2:1 MAX.

AutoCAD SHX Text NOTES: TEMPORARY BERMS SHALL BE PLACED, MAINTAINED, AND ADJUSTED CONTINUOUSLY UNTIL 90% VEGETATIVE GROWTH IS ESTABLISHED ON THE EXTERIOR SLOPES WITH PERMANENT STORM DRAINAGE FACILITIES FUNCTIONING. BERMS SHALL OUTLET TO SLOPE PIPES, CHANNELS, OR OTHER APPROVED MEANS OF CONVEYING RUNOFF TO A SEDIMENT TRAP, SEDIMENT BASIN, OR COLLECTOR CHANNEL. CHANNEL BEHIND BERM SHALL HAVE POSITIVE GRADE TO OUTLET AND AN APPROPRIATE PROTECTIVE LINING. BERM SHALL BE ADEQUATELY COMPACTED TO PREVENT FAILURE. AN ACCEPTABLE ALTERNATIVE TO TOP-OF-SLOPE BERM IS TO CONTINUOUSLY GRADE THE TOP OF FILL TO DIRECT RUNOFF AWAY FROM THE FILLSLOPE TO A COLLECTOR CHANNEL, SEDIMENT TRAP, OR SEDIMENT BASIN.

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

1 IN. REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

SANDBAG, FILTER LOG, COMPOST SOCK, OR FILTER TUBE

AutoCAD SHX Text

EXPANSION RESTRAINT ( IN. NYLON ROPE)14 IN. NYLON ROPE)

AutoCAD SHX Text

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

AutoCAD SHX Text

TOP

AutoCAD SHX Text

OF

AutoCAD SHX Text

CURB

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STORM

AutoCAD SHX Text

INLET

AutoCAD SHX Text

BERM

AutoCAD SHX Text

2:1 MAX (TYP.)

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED 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. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EXTEND BERM OVER CURB IF RUNOFF IS BYPASSING INLET ON LANDWARD SIDE

AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

1 IN. REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

AutoCAD SHX Text

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STORM

AutoCAD SHX Text

INLET

AutoCAD SHX Text

2:1 MAX (TYP.)

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

BERM

AutoCAD SHX Text

2:1 MAX.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6 IN. MIN. HEIGHT

AutoCAD SHX Text 3:1

AutoCAD SHX Text

EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

AutoCAD SHX Text

FILTER BAG

AutoCAD SHX Text

WELL VEGETATED, GRASSY AREA

AutoCAD SHX Text

WELL VEGETATED, GRASSY AREA

AutoCAD SHX Text

FILTER BAG

AutoCAD SHX Text

INTAKE HOSE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

DISCHARGE HOSE

AutoCAD SHX Text

CLAMPS

AutoCAD SHX Text

CLAMPS

AutoCAD SHX Text

DISCHARGE HOSE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

INTAKE HOSE

AutoCAD SHX Text

HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

AutoCAD SHX Text

PROPERTY

AutoCAD SHX Text

TEST METHOD

AutoCAD SHX Text

MINIMUM STANDARD

AutoCAD SHX Text

AVG. WIDE WIDTH STRENGTH

AutoCAD SHX Text

ASTM D-4884

AutoCAD SHX Text

60 LB/IN

AutoCAD SHX Text

GRAB TENSILE

AutoCAD SHX Text

ASTM D-4632

AutoCAD SHX Text

205 LB

AutoCAD SHX Text

PUNCTURE

AutoCAD SHX Text

ASTM D-4833

AutoCAD SHX Text

110 LB

AutoCAD SHX Text

MULLEN BURST

AutoCAD SHX Text

ASTM D-3786

AutoCAD SHX Text

350 PSI

AutoCAD SHX Text

UV RESISTANCE

AutoCAD SHX Text

ASTM D-4355

AutoCAD SHX Text 70%

AutoCAD SHX Text

AOS % RETAINED

AutoCAD SHX Text

ASTM D-4751

AutoCAD SHX Text

80 SIEVE

AutoCAD SHX Text NOTES: WASH RACK SHALL BE 20 FEET (MIN.) WIDE OR TOTAL WIDTH OF ACCESS. WASH RACK SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE ANTICIPATED CONSTRUCTION VEHICULAR TRAFFIC. A WATER SUPPLY SHALL BE MADE AVAILABLE TO WASH THE WHEELS OF ALL VEHICLES EXITING THE SITE. 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 FURTHER USE OF THE RACK. ALL SEDIMENT DEPOSITED ON ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

AutoCAD SHX Text

AASHTO #1 ROCK (8" THICK) EXTENDING 25' MIN. ON BOTH APPROACHES TO WASH RACK

AutoCAD SHX Text

WASH RACK

AutoCAD SHX Text

COLLECTOR CHANNEL DISCHARGING TO SEDIMENT BASIN OR TRAP

AutoCAD SHX Text

REINFORCED CONCRETE OR WELDED STEEL PIPE

AutoCAD SHX Text

DRAIN SPACE

AutoCAD SHX Text

12" MIN. DIAMETER COMPOST FILTER SOCK

AutoCAD SHX Text

12" MIN. DIAMETER COMPOST FILTER SOCK

AutoCAD SHX Text

12" MIN. DIAMETER COMPOST FILTER SOCK