36C24119R0104-0005017.pdf

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HAYDENVILLE ROAD (MA-9)

NORTH MAIN STREET

(MA-9)

D

#29

305B 306C

306C 306D

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NORTH MAIN STREET (MA-9)

306D 305D

Know what's below.

before you dig.Call

R

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAP

SOILS INFORMATION FACT SHEET

SOIL SUITABILITY

SYMBOL

NAME TEXTURE SLOPE %

HYDROLOGIC

SOIL

GROUP H

Y

D R

IC

(IN

C

LU

S

IO

N S

H Y

D R

IC

C

O M

P O

N E

N T

E R

O D

IB

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IT

Y

K

WINTER GRADING

DEPTH OF

WATER

TABLE

(IN.)

DEPTH TO

BEDROCK

(IN.)

SHRINKSWELL

POTENTIAL WATERWAYS

31A

WALPOLE SANDY LOAM 0-3% B/D 0 TO 4 > 80

88A

RIDGEBURY

FINE SANDY

LOAM 0-3% D 0 TO 6 10 TO 25

253A

HINCKLEY LOAMY SAND 0-3% A > 80 > 80

253B

HINCKLEY LOAMY SAND 3-8% A > 80 > 80

260A

SUDBURY

FINE SANDY

LOAM 0-3% B 18 TO 36 > 80

305B

PAXTON

FINE SANDY

LOAM 3-8% C 18 TO 37 18 TO 39

305C

PAXTON

FINE SANDY

LOAM 8-15% C 18 TO 37 20 TO 39

305D

PAXTON

FINE SANDY

LOAM 15-25% C 18 TO 37 20 TO 39

306D

PAXTON

FINE SANDY

LOAM 15-25% C 18 TO 37 20 TO 43

311D

WOODBRIDGE

FINE SANDY

LOAM 15-25% C/D 19 TO 27 20 TO 43

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

PREPARED FOR THE PROJECT.

2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL INSTALL EROSION

CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT IN AN UPLAND AREA SUCH THAT

THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

5. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

6. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS AND/OR SEDIMENT

FROM ALL DRAINAGE INFRASTRUCTURE.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. REPETITIVE

TREATMENTS SHOULD BE APPLIED AS NECESSARY.

8. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO

OCTOBER 1.

9. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE

(21) DAYS. THE RECOMMENDED TEMPORARY SEEDING DATES ARE MARCH 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

10. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS. TEMPORARY MULCHING SHOULD BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. STRAW OR HAY MULCH, WOOD FIBER MULCH, AND HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE MASSACHUSETTS HIGHWAY DEPARTMENT

STANDARD SPECIFICATIONS.

11. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS FIRMLY ESTABLISHED. VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE SILT SACKS INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF ANY DISTURBED DRAINAGE AREA.

12. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES AND OTHER EXISTING

VEGETATION SHALL BE RETAINED WHEREVER FEASIBLE.

13. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING THE SITE AND SHALL BE RESPONSIBLE FOR

CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING AND PROPOSED CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET PROTECTION OPTION

SHALL BE SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

15. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST FILTER SOCK AND SILT FENCE ARE

VIABLE OPTIONS FOR PERIMETER CONTROL.

16. A TEMPORARY SEDIMENT TRAP SHALL BE INSTALLED IN THE LOCATION OF PROPOSED BIORETENTION BASINS A & B. THE SEDIMENT TRAP SHALL UTILIZE THE PROPOSED BASIN BERM AS STORAGE AREA AND EXCAVATE THE APPROPRIATE VOLUME BASED ON TRIBUTARY AREA. EXCAVATION OF SEDIMENT TRAP SHALL BE NOT BE WITHIN ONE FOOT OF THE PROPOSED

INFILTRATION SURFACE ELEVATION.

17. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION CONTROL MATTING AND BE IMMEDIATELY STABILIZED.

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DMH19

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GORDON H. MANSFIELD VETERANS VILLAGE

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RESIDENT BUILDINGS

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VAMC

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WV

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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VA FORM 08-6231

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DANIEL J. WITCZAK, P.E.

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MA# 53668

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AutoCAD SHX Text Witczak

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AutoCAD SHX Text VA Medical Center Northampton

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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CS177

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R42' [R12.8m] R100' [R30.5m]

R3 0'

[R 9.1 m]

SNOW

STORAGE

AREA

SNOW

STORAGE

AREA

T

WETLANDS

(REGULATED)

WETLANDS

(REGULATED)

#40

BUILDING 40

(PIG FARM

TO BE DEMOLISHED,

BY OTHERS)

BUILDING 52

(PIG FARM

TO BE DEMOLISHED,

BY OTHERS)

BUILDING 41

(PIG FARM

TO BE DEMOLISHED,

BY OTHERS)

BUILDING T12

(PIG FARM

TO BE DEMOLISHED,

BY OTHERS)

HAYDENVILLE ROAD (MA-9)

EAST FLORENCE STREET

A

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(BY OTHERS)

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EROSION CONTROL

MATTING (S150 OR EQUIV.)

INLET

PROTECTION

(TYP.)

LIMIT OF

DISTURBANCE

m m

STAGING AREA

COMPOST FILTER

SOCK (OR EQUIV.)

(BY OTHERS)

CONTRACTOR SHALL MAINTAIN ACCESS THRU

DRIVE DURING CONSTRUCTION.TEMPORARY STRAW BALES SHALL BE PROVIDED.WHEN ACCESS IS REQUIRED STRAW BALES CANBE REMOVED AND IMMEDIATELY REPLACED.

N

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Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAP

AutoCAD SHX Text 100'

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WF B13

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WV

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Erosion And Sedimentation Control Plan 'A'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS178

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PEDESTRIAN

CROSSING

SNOW

STORAGE

AREA

E

C

S

WV

WV

ST

SMH25

SMH26

SMH34

C

C

ST

ST

ST

N61°18'30"E 1481.06'

N81°49'18"E

SURVEY MARKER

(BOUNDARY SURVEY

PROVIDED, SURVEY

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D

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WV

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(REGULATED)

WETLANDS

(REGULATED)

CB117

DMH026

CB111

INV016

DMH027

CB116

INV006INV007

CB084

CB081

INV008

DMH

CB080

CB079

INV009

DMH016

DMH59A

BUILDING 34

(TO BE DEMOLISHED,

BY OTHERS)

BIT

UM PA

VIN

G

COLLAPSED

TUNNEL

(TO BE REPAIRED)

FR

ONT H

ILL

ROAD

DY/4

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R LI

NE GAS LI

NE WATER QUALITY

STRUCTURE

(STORMCEPTOR)

STORMWATER

CHANNEL

CULVERT

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(REGULATED)

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

STOCK PILES

lowpoint STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

S

D

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COMPOST FILTER

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COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER SOCK

(TO BE INSTALLED AFTER

BASIN CONSTRUCTION)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

INLET

PROTECTION

(TYP.)

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

INLET

PROTECTION

(TYP.)

INLET

PROTECTION

(TYP.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

CONCRETE

WASHOUT

m m

STAGING AREA

TEMP. SEDIMENT

BASIN 'B' WITH

MODIFIED OCS

COMPOST FILTER

SOCK (OR EQUIV.)

ROCK

CONSTRUCTION

ENTRANCE

V

E

T

E

R

A

N

S

W

A

Y

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAP

NOTES;

OUTER BERM SHALL BE CONSTRUCTED AS SPECIFIED FOR THE PERMANENT BASIN

INCLUDING OUTLET CONTROL STRUCTURE FOLLOWING INSTALLATION OF

PERIMETER EROSION CONTROL MEASURES. THE OUTLET CONTROL STRUCTURE

SHALL BE UTILIZED AS A SEDIMENT CONTROL STRUCTURE AS SHOWN BELOW

UNTIL SUCH TIME AS ALL UP GRADIENT AREAS ARE COMPLETE AND STABILIZED.

CONTRACTOR SHALL STRIP AND STOCKPILE TOP SOIL ONLY (4" MAXIMUM) IN BASIN

BOTTOM AREA. EXCAVATION OF "B" LAYER SOILS AND SUBSOILS TO FINAL GRADE

FOR CONSTRUCTION OF SUB-DRAIN SYSTEM SHALL NOT BE DONE UNTIL ALL UP

GRADIENT AREAS ARE CONSTRUCTED AND STABILIZED. DURING CONSTRUCTION

OF THE UPPER PARKING LOT AREA, THE CONTRACTOR IS RESPONSIBLE FOR

ROUTING ALL UP GRADIENT RUNOFF TO THE TEMPORARY SEDIMENTATION AREA.

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100' CITY OF NORTHAMPTON

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AutoCAD SHX Text

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text Erosion And Sedimentation Control Plan 'B'

AutoCAD SHX Text

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS179

AutoCAD SHX Text

C

E

E C

E E

E

C

S

S

W V

W V

PIPE

VENT

S

WV

WV

S

WV

W V

MH

PIPE

VENT

W V

S

WV

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S

ST

MH

ST

BURIED

(GRAVEL)

MANHOLEEXHAUST

SMH

S

SMH64

E

SMH62

SMH63

SMH19

SMH39

SMH35

SMH

SMH38

SMH37

SMH18

SMH15

SMH16

SMH17

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CB080

CB079

INV009

DMH016

DMH59A

CB067

CB066

INV003

CB063

CB064

W

A

E

A

C

#22

BUILDING 63

S

HEADWALL 6" TERRACOTTA PIPE

WATER QUALITY

STRUCTURE

(STORMCEPTOR)

FRONT HILL ROAD

STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

S

D

S

D

COMPOST FILTER

SOCK (OR EQUIV.)

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

EROSION CONTROL

MATTING (S150 OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

V

E

T

E

R

A

N

S

W

A

Y

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAP

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AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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GV

D

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AL

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WETLANDS

(REGULATED)

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NORTH MAIN STREET

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COMPOST FILTER

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COMPOST FILTER SOCK

(TO BE INSTALLED AFTER

BASIN CONSTRUCTION)

COMPOST FILTER SOCK

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WASHOUT

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CONSTRUCTION

ENTRANCE

V

E

T

E

R

A

N

S

W

A

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Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAPNOTES:

OUTER BERM SHALL BE CONSTRUCTED AS SPECIFIED FOR THE PERMANENT

BASIN INCLUDING OUTLET CONTROL STRUCTURE FOLLOWING INSTALLATION OF

PERIMETER EROSION CONTROL MEASURES. THE OUTLET CONTROL STRUCTURE

SHALL BE UTILIZED AS A SEDIMENT CONTROL STRUCTURE AS SHOWN BELOW

UNTIL SUCH TIME AS ALL UP GRADIENT AREAS ARE COMPLETE AND STABILIZED.

CONTRACTOR SHALL STRIP AND STOCKPILE TOP SOIL ONLY (8" MAXIMUM) IN

BASIN BOTTOM AREA. EXCAVATION OF "B" LAYER SOILS AND SUBSOILS TO FINAL

GRADE FOR CONSTRUCTION OF SUB-DRAIN SYSTEM SHALL NOT BE DONE UNTIL

ALL UP GRADIENT AREAS ARE CONSTRUCTED AND STABILIZED. DURING

CONSTRUCTION OF THE UPPER PARKING LOT AREA, THE CONTRACTOR IS

RESPONSIBLE FOR ROUTING ALL UP GRADIENT RUNOFF TO THE TEMPORARY

SEDIMENTATION AREA.

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VA FORM 08-6231

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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T/G: 399.15

INV IN:393.66

INV. OUT: 397.80

DMH015

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INV IN:392.40

INV. OUT: 391.83

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CB114

DMH029

DMH002

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BUILDING 42

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BUILDING T15

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BUILDING T7

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WATER QUALITY

STRUCTURE

(STORMCEPTOR)

SEDIMENT

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24" HDPE

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SOCK (OR EQUIV.)

COMPOST FILTER

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COMPOST FILTER

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COMPOST FILTER

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EROSION CONTROL

MATTING (S150 OR EQUIV.)

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SOCK (OR EQUIV.)

LIMIT OF

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COMPOST FILTER

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COMPOST FILTER

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COMPOST FILTER

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COMPOST FILTER

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COMPOST FILTER

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COMPOST FILTER

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EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

INLET

PROTECTION

(TYP.)

INLET

PROTECTION

(TYP.)

INLET

PROTECTION

(TYP.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

LIMIT OF

DISTURBANCE

COMPOST FILTER

SOCK (OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

EROSION CONTROL

MATTING (S150 OR EQUIV.)

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MATTING (S150 OR EQUIV.)

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SOCK (OR EQUIV.)

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COMPOST FILTER

SOCK (OR EQUIV.)

COMPOST FILTER

SOCK (OR EQUIV.)

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SOCK (OR EQUIV.)

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

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DISTURBANCE

LIMIT OF

DISTURBANCE

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CONSTRUCTION

ENTRANCE

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WASHOUT

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CONSTRUCTION

ENTRANCE

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SOCK (OR EQUIV.)

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COMPOST FILTER

SOCK (OR EQUIV.)

V

E

T

E

R

A

N

S

W

A

Y

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

SITE SYMBOLS - EROSION CONTROL

STAGING / LET DOWN AREA

CONCRETE WASHOUT

ROCK CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

EROSION CONTROL MATTING

TEMPORARY OCS & DISCHARGE PIPE

TEMPORARY SEDIMENT TRAP

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100' CITY OF NORTHAMPTON

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100' CITY OF NORTHAMPTON

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AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Erosion And Sedimentation Control Plan 'E'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS182

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