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IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

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PL

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SHEET OF

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W912

WJ-1

5-B-0

001

SYMBOLDESCRIPTION

EXISTING PROPOSED

DOMESTIC WATER LINE

NATURAL GAS LINE

PROCESS LINE

FIRE SERVICE LINE

BOLLARD

STORM DRAIN LINE

WELL WATER SUPPLYLINE

B

DOUBLE CATCH BASIN

SINGLE CATCH BASIN

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

ELECTRIC MANHOLE

HYDRANT

T TELEPHONE MANHOLE

MONITORING WELL

GAS VALVE

GAS METER

EOPEDGE OF PAVEMENT

DCB

CONCRETE PAD OR WALK

BITUMINOUS CONCRETE PAVEMENT AREAS

TEMPORARY BENCH MARK

G

G

H

Y D

MW

S

D

W

CB

CB CB

CB

CHAIN LINK FENCE

3/4" CRUSHED GRAVEL

2" TO 4" CRUSHED STONE

E

SANITARY SEWER LINE

WATER VALVE

ELECTRIC TRANSFORMER (UTILITY OWNED)

ELECTRIC TRANSFORMER, 112.5 kVAT1

PIVPOST INDICATOR VALVE

CO SANITARY SEWER CLEANOUT

(FOR PROPOSED: "A" INDICATES TYPE)

UNDERGROUND DUCT BANK, ELECTRIC

4

F-4

42-2

0-0

1_

C-0

01.d

gn

Ex

EMH-1

B

TX

CURBING

4

F-4

42-2

0-0

1_

C-0

01.d

gn

ME

G

AN

SI

D

C-001

M.

GO

DF

RE

Y

C-001

M.

GO

DF

RE

Y

ME

G

AN

SI

D

55

1" = 2

0'

LE

GE

ND A

ND CIVIL N

OT

ES

LE

GE

ND A

ND CIVIL N

OT

ES

55

1" = 2

0'

A A

XW

XG

XSS

XSD

XCD

XE

DWS

IW

F

W

F

G

SS

SD

ES

LEGEND

EXISTING SPOT GRADE ELEVATION

EXISTING SPOT GRADE ELEVATIONx150.00

PROPOSED SPOT GRADE ELEVATIONx

148.50

xTP 148.00

TC 148.50

TOP OF CURB AND TOP OF PAVEMENT

PROPOSED SPOT GRADE ELEVATION AT

1/4" TO 1/2" PEASTONE

xBW 148.00

TW 148.50

TOP OF WALL AND BOTTOM OF WALL

PROPOSED SPOT GRADE ELEVATION AT

CIVIL ABBREVIATIONS

DEMOLITION NOTES:

GENERAL NOTES:

MAXIMUMMAX

LINEAR FOOTLF

POUNDSLBS

FINISHED GRADEFG

FINISH FLOOR ELEVATIONFFE

EDGE OF PAVEMENTEOP

ELEVATIONELEV

DRAIN MANHOLEDMH

DIAMETERDIA

DUCTILE IRONDI

DOUBLE CATCH BASINDCB

CONCRETECONC

CLEAN OUTCO

SINGLE CATCH BASINCB

BOTTOM OF WALLBW

TYPICALTYP

TOP OF PAVEMENTTP

TOP OF WALLTW

TOP OF CURBTC

TEMPORARY BENCH MARKTBM

SQUARE FOOTSF

SEWER MANHOLESMH

POUNDS PER SQUARE INCHPSI

POLYVINYL CHLORIDEPVC

OUTSIDE DIAMETEROD

MINIMUMMIN

OF TRANSPORTATION

MASSACHUSETTS DEPARTMENTMASSDOT

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

OF OFF SITE. THE EXISTING CATCH BASINS SHALL BE PUMPED AND CLEANED.

SHALL BE REMOVED FROM THE SITE. ALL SEDIMENTATION COLLECTED SHALL BE DISPOSED

9. FOLLOWING COMPLETE SITE RESTORATION AND STABILIZATION, ALL CONTROL MEASURES

STABILIZATION SHALL BE PROVIDED USING STRAW MATTING.

WITH THE CONTRACT DOCUMENTS. DURING THE NON-GROWING SEASON, TEMPORARY

OF FINISH GRADING. PROPOSED VEGETATIVE AREAS SHALL BE RESTORED IN ACCORDANCE

8. ALL DISTURBED AREAS OUTSIDE OF PAVED AREAS SHALL BE RESTORED WITHIN 15 DAYS

MATERIAL STOCKPILES, INCLUDING BUT NOT LIMITED TO TOPSOIL, SAND, AND GRAVEL.

AND WATER EROSION. A TEMPORARY SEDIMENT BARRIER SHALL ENCOMPASS ALL EARTHEN

GROWTH OR MATTED WITH STRAW DURING THE NON-GROWING SEASON TO PREVENT WIND

CONTRACT DRAWINGS. TOPSOIL STOCKPILES SHALL BE STABILIZED WITH VEGETATIVE

DISTURBANCE. TOPSOIL STOCKPILES SHALL BE LOCATED IN ACCORDANCE WITH THE

7. THE CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM AREAS OF PROPOSED

MITIGATE AN EMERGENCY CONDITION.

CONTROL MEASURES FOR INSTALLATION AT THE DIRECTION OF THE COR OR TO

6. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES AN ADDITIONAL QUANTITY OF

SEDIMENT AND MUD TRACKED, WASHED, OR DROPPED SHALL BE REMOVED IMMEDIATELY.

AND MUD ONTO PUBLIC RIGHT-OF-WAYS OR OTHER LOCATIONS ON NATICK SSC. ALL

THE SITE AND KEEP IT IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT

5. THE CONTRACTOR SHALL MAINTAIN THE AREAS OF ENTRANCE AND EXIT TO AND FROM

OUTSIDE OF THE WORK LIMITS.

DRAWINGS. THE CONTRACTOR SHALL PROTECT UNDISTURBED VEGETATIVE AREAS

GRADING LIMITS AND LIMITS OF DISTURBANCE IN ACCORDANCE TO THE CONTRACT

THAT AN AREA IS DISTURBED AND EXPOSED. THE CONTRACTOR SHALL OBSERVE THE

4. THE CONTRACTOR SHALL SCHEDULE WORK SO AS TO MINIMIZE THE PERIOD OF TIME

OR GREATER.

EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM (RAIN) EVENT OF 1/4-INCH

CONTRACT DOCUMENTS. THE CONTROL MEASURES SHALL BE INSPECTED, AT A MINIMUM,

CONTROL MEASURES TO ENSURE PROPER OPERATIONS AND COMPLIANCE WITH THE

3. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL

SENSITIVE AREAS, NATURAL WATER COURSES, OR STORM DRAINAGE SYSTEMS.

THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES,

ACTIVITIES AND TO PROVIDE ADDITIONAL CONTROL MEASURES, OVER AND ABOVE

ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S

OF CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE COMPLETE SEDIMENTATION CONTROL ON THE SITE. DURING THE COURSE

CONDITIONS DICTATE, ADDITIONAL CONTROL MEASURES MAY BE NECESSARY TO

CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL

ARE INTENDED TO BE THE MINIMUM REQUIREMENTS TO MEET ANTlCIPATED SITE

2. THE CONTROL MEASURES NOTED HERE AND DEPICTED ON THE CONTRACT DRAWINGS

TO, COMPOST FILTER SOCKS AND SILT SACK TRAPS.

START OF ANY CONSTRUCTION. CONTROL MEASURES INCLUDE, BUT ARE NOT LIMITED

MEASURES (HEREINAFTER REFERRED TO AS "CONTROL MEASURES") PRIOR TO THE

1. THE CONTRACTOR SHALL INSTALL THE SOIL EROSION AND SEDIMENTATION CONTROL

CONSTRUCTION LIMITS OF WORK

ME

TM

ET

CONTACT EXTERIOR BUILDING WALLS OR CONCRETE CURBS.

PREFORMED FIBER EXPANSION JOINTS SHALL BE PROVIDED WHERE SIDEWALKS OR PADS

5. CONCRETE WALKS AND PADS SHALL HAVE A MEDIUM TO FINE TEXTURED BROOM FINISH.

INSTALLATION OF PAVEMENT. ENSURE POSITIVE DRAINAGE IN AREAS TO BE REPAVED.

ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO

4. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD

3.

SSC AND THE APPROPRIATE UTILITY COMPANY.

NO ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL CONSTRUCTION WITH NATICK

EXISTING UTILITIES SHALL BE REPAIRED ACCORDING TO NATICK SSC'S STANDARDS AT

TAKE CARE TO PROTECT ALL EXISTING UTILITIES. CONTRACTOR CAUSED DAMAGE TO

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND

CONSTRUCTION.

TO BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO STARTING

THE EXISTING CONDITIONS DEPICTED ON THE CONTRACT DRAWINGS. DISCREPANCIES ARE

1. THE CONTRACTOR SHALL VERIFY THAT ACTUAL SITE CONDITIONS ARE CONSISTENT WITH

PRIOR TO THE START OF CONSTRUCTION.

AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICERS REPRESENTATIVE (COR)

13. THE CONTRACTOR SHALL CHECK ALL FINISHED GRADES AND DIMENSIONS IN THE FIELD

ANY DISCREPANCY TO THE COR IMMEDIATELY.

12. CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FROM ALL DOORS AND RAMPS. REPORT

11. CONTRACTOR IS TO ENSURE PROPER DRAINAGE TO ALL INLETS.

NEW SURROUNDING PAVEMENT.

10. CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS TO PROVIDE FLUSH ELEVATION WITH

9. INSTALL SAFETY FENCING AS NECESSARY FOR SECURITY, SAFETY AND TRAFFIC PURPOSES.

8. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.

TIE-INS.

OR CRACKING OF EXISTING CONCRETE NEAR THE VICINITY OF UTILITY TRENCHING AND

COST TO THE GOVERNMENT. DAMAGES INCLUDE, BUT ARE NOT LIMITED TO, ANY CHIPPING

PLACE POST-CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT NO ADDITIONAL

7. ANY DAMAGE TO EXISTING ASPHALT AND CONCRETE PAVEMENT SCHEDULED TO REMAIN IN

AT NO ADDITIONAL COST TO THE GOVERNMENT.

AND STRUCTURES THAT ARE TO REMAIN. CONTRACTOR CAUSED DAMAGES SHALL BE REPAIRED

6. CONTRACTOR SHALL PROVIDE PROTECTION TO SURROUNDING PAVEMENT, TREES, UTILITIES,

TO ANY EXCAVATION FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS.

CONTRACTOR SHALL CALL DIG SAFE AT 1-800-DIG-SAFE NOT LESS THAN 72 HOURS PRIOR

PURPOSES.

6. INSTALL SAFETY FENCING AS NECESSARY FOR SECURITY, SAFETY, AND TRAFFIC

AT NO ADDITIONAL COST TO THE GOVERNMENT.

OFF SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS AND REGULATIONS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER. DISPOSE ALL DEMOLISHED MATERIALS

5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS

POST-CONSTRUCTION AS SPECIFIED UNDER GENERAL NOTE #7.

4. DURING DEMOLITION WORK PROTECT EXISTING ASPHALT AND CONCRETE PAVEMENT TO REMAIN

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

AND STRUCTURES THAT ARE TO REMAIN AFTER DEMOLITION. DAMAGES SHALL BE REPAIRED

3. DURING DEMOLITION WORK THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL UTILITIES

EXISTING UTILITIES AS SPECIFIED UNDER GENERAL NOTE #3.

2. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE

AS SPECIFIED UNDER GENERAL NOTE #1.

1. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL VERIFY ACTUAL SITE CONDITIONS

FD-13-1BORING TEST LOCATION AND ID NUMBER

XT T TELEPHONE/DATA

ELECTRIC UNDERGROUND SECONDARY

M. T

ES

SIE

R /S/

M. T

ES

SIE

R /S/

OC

TO

BE

R 2

014

OC

TO

BE

R 2

014

Ex

B

B

BB B

148.1

148.2

148.2

148.2

148.2

148.2 148.4

148.2

148.3

148.3

148.3

148.3148.3

148.3

148.3

148.3

148.3

148.3

148.3

148.4

CB

148.4

148.4

CB

148.5

148.5

148.5

148.5

148.5

148.5

CB CB

148.6

148.6

148.6148.7

MW

B

148.7

148.7

148.8

148.8

148.8

148.8

148.8

148.8

148.9

148.9

148.9148.9

B

149.0

149.0

GATE

149

149

149

149

149

149

149.0D

149.0

B

149.0

149.0

149.0

CBCB

149.1

149.1149.1149.1

149.1

149.1

149.1

149.1

149.1

149.1

D

149.2

149.2

B

BASEBALL FIELD

GRASS

GRASS

GRASS

149.2

GRASS

GRASS

COURT

BASKETBALL

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

W

149.2

149.2

W

149.2

149.2

149.3

149.3

B

149.3149.3

149.3

149.3

149.4

W/ STEEL DOOR

CONC. VAULT

149.3

149.3

149.3

149.3

MW

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.5

149.5

149.5

149.5

149.5

149.5149.5

BUILDING NO. 93

NEW ADDITION

BUILDING NO. 110

XSD

149.6

149.6

149.7

149.7

149.7

149.7

149.7

CB CB

149.7

149.7

149.8

W

149.8

W

149.8

149.9

149.9

W

S

149.9

149.9

149.9

150.0

150.0

S

150

150

150

151

152

150

150

150.0

150.0

Ex

150.1

D

150.1150.1

150.1

150.1

150.1

H

DY

150.2150.3

150.3

150.3

W

T.O.C.

T.O.C.

T.O.C.

150.9

T.O.C.

151.0

151.0

151.0

151.0

151.4

151.7

151.8

151.8151.9

152.1

152.2

MW

MW

152.5

W

S

GRAVEL

152.7

Ex

W

152.8

152.8

T

152.9

NO. 76

BUILDING

BUILDING NO. T-24

NO. T-26

BUILDING

NO. T-27

BUILDING

152.9

152.8152.9

G

152.9

S

SALT SHED

FD-13-2

FD-13-1

FD-13-3

FD-13-4

153.0

153

153.0

153.0

NO. 94

BUILDING

NO. 77

BUILDING

BUILDING

153.1153.1

153.1

RIM 148.41

CB

RIM 149.14

DMH

24" RCP

RIM 148.45

CB

INV. 142.15

RIM 149.0I

DMH

RIM 148.54

DCB

15"

RC

P

15"

RC

P

INV. 145.11

RIM 149.72

DCB1

24" RCP

15"

RC

P

RIM 149.05

DCB

EOP

EOP

EO

P

EOP

15"

RC

P

12"

RC

P

24" RCP

EO

P4"

DI

4" DI

4"

DI

15"

RC

P

4" DI

6" PVC

6" PVC

4" P

VC

4" PVC

4" PVC

4" P

VC

4" P

VC

4" P

VC

6" P

VC

6" P

VC

6" PVC

INV. 143.46

INV. 144.79 (DCB1)

RIM 150.09

DMH

6" P

VC

4" DI

4"

DI

4" P

VC

EOP

EO

P

EOP

EO

P

EO

P

EOP

TBM Y-5

TBM X

TBM Y

TBM Y-2

153.2

G

W

153.3153.4

S

W

NEW MEDICAL BUILDING

148.3

INV. OUT 146.86

INV. IN 146.87

RIM 152.67

SMH2

INV. 145.57

RIM 152.95

SMH3

INV. 143.55

RIM 149.99

SMH4

INV. OUT 147.58

INV. IN 147.59

RIM 153.49

SMH1

8"

CI

8"

CI

8"

CI

8"

CI

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IDENTIFICATION

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District

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WJ-1

5-B-0

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NN

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GRAPHIC SCALE:

1" = 20'

20 20 40

5

F-4

42-2

0-0

1_

C-1

01.d

gn

ME

G

AN

SI

D

1" = 2

0'

C-101

KEY NOTES

1

2

3

4

5

6

7

8

9

REMOVE AND DISPOSE OF RIPRAP

PROVIDE FULL DEPTH SAW CUT

2

2

2

3

1

4

10

6

7

8

9

5

10

5

5

5

10

1

4

10

8

12

M.

GO

DF

RE

Y

Y-2

TEMPORARY BENCHMARKS

TBM NORTHING EASTING ELEV. BENCHMARK LOCATION

N 2931341.63

N 2931349.08

N 2931657.07

E 692512.31 148.64

E 692627.73

E 692749.38

148.67

153.35

DOUBLE CATCH BASIN'S FRAME

NORTHEAST CORNER OF

CHISELED X-CUT ON RIM AT

SINGLE CATCH BASIN'S FRAME

NORTHEAST CORNER OF

CHISELED X-CUT ON RIM AT

MEDICAL WAREHOUSE

CONCRETE PAVEMENT NEAR

MAG NAIL IN EXISTING BITUMINOUS

X

Y

LOT SOUTH OF BUILDING T-27

CONCRETE PAVEMENT OF PARKING

MAG NAIL IN EXISTING BITUMINOUS

152.47E 692762.94N 2931519.84Y-5

INSTALL SILT SACK TRAP IN DOUBLE CATCH BASIN

EXIS

TIN

G C

ON

DITIO

NS,

DE

MO

LITIO

N A

ND

55

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

LA

N

11

11

12(FABRIC, LINE POSTS, AND HARDWARE)REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE

12

REMOVE AND STOCKPILE 1/2-INCH GRAVEL FOR REUSE

REMOVE AND DISPOSE OF EXISTING PIPE BOLLARD

INSTALL SILT SACK TRAP IN SINGLE CATCH BASIN

FOR REINSTALLATIONREMOVE AND STORE EXISTING CHAIN LINK FENCE SYSTEM

13

15

14

REMOVE AND DISPOSE OF BITUMINOUS CONCRETE CURBING

PAVEMENT AND 12" OF SUBBASE (SHADED AREA)REMOVE AND DISPOSE OF BITUMINOUS CONCRETE

ME

T

13

13

14

CONSTRUCTION

LIMITS OF WORK

CONSTRUCTION

LIMITS OF WORK

STOCKPILE AREA FOR TOPSOIL AND SUB-SOILS

15

16

16

1415

(SEE NOTES 5, 6, AND 9)INSTALL TEMPORARY 6' HIGH CHAIN LINK FENCING

(SEE NOTES 5, 8, AND 9)INSTALL TEMPORARY 6' HIGH CHAIN LINK FENCING

CONSTRUCTION LIMITS OF

WORK TO COINCIDE WITH

NOTES 7 AND 8

EXISTING PAVEMENT

17.5' FROM EDGE OF

4

STOCKPILE FOR REUSESTRIP TOPSOIL AND VEGETATION FROM AREA AND

TO POSITION AS NOTED UNDER KEY NOTE 15.

10. AFTER 31 AUGUST, TEMPORARY FENCING MAY BE RELOCATED

BACK TO FINISHED GRADE AND SODDED FOR BALL FIELD USE.

BETWEEN 1 MAY AND 31 AUGUST. AREA SHALL BE BROUGHT

BETWEEN KEY NOTES 15 & 16 SHALL NOT REMAIN DISTURBED

TEMPORARY FENCING (SEE NOTES 6, 7, AND 8). THE AREA

REQUIRED FOR THE ERECTION AND LOCATION OF THE

9. COORDINATE THE WORK TO COMPLY WITH THE RESTRICTIONS

LOCATION.

READJUST SILT SOCK TO COINCIDE WITH TEMPORARY FENCE

REMAIN IN PLACE ONLY FROM 1 MAY TO 31 AUGUST.

8. PORTION OF TEMPORARY FENCING SHALL BE ERECTED AND

REMAIN IN PLACE ONLY FROM 1 SEPTEMBER TO 30 APRIL.

7. PORTION OF TEMPORARY FENCING SHALL BE ERECTED AND

THROUGHOUT DURATION OF THE PROJECT.

6. PORTION OF TEMPORARY FENCING TO REMAIN IN PLACE

PLATFORMS.

TYPE; IT SHALL BE PANEL FENCING WITH FREE STANDING

5. TEMPORARY FENCING SHALL NOT BE OF THE IN-GROUND

MASSACHUSETTS," DATED NOV 02, 2012.

INSTITUTE FOR ENVIRONMENTAL MEDICINE, NATICK,

"MEDICAL WAREHOUSE - BUILDING 23, US ARMY RESEARCH

TAKEN FROM SHEET C-3.0 OF THE PLAN SET TITLED

AND DUCT BANKS SHOWN ARE APPROXIMATE ONLY AND ARE

4. LOCATION OF EXISTING UNDERGROUND ELECTRICAL LINES

3. ELEVATIONS SHOWN REFERENCE NAVD 88, U.S. FEET.

STATE PLANE COORDINATE SYSTEM (NAD 83), U.S. FEET.

2. COORDINATES SHOWN REFERENCE THE MASSACHUSETTS

U.S. ARMY CORPS OF ENGINEERS SURVEY.

1. EXISTING CONDITIONS ARE FROM A NOVEMBER 2013

NOTES:

(SEE NOTES 5, 7, 9 AND 10)INSTALL TEMPORARY 6' HIGH CHAIN LINK FENCING

INSTALL 12" DIAMETER COMPOST FILTER SOCK

M. T

ES

SIE

R /S/

OC

TO

BE

R 2

014

B

B

BB B

B

B

GATE

B

B

B

BUILDING NO. 93

NEW ADDITION

BUILDING NO. 110

NO. 76

BUILDING

BUILDING NO. T-24

NO. T-26

BUILDING

NO. T-27

BUILDING

SALT SHED

NO. 94

BUILDING

NO. 44

BUILDING

NO. 77

BUILDING

BUILDING

NEW MEDICAL BUILDING

FFE = 151.75

BUILDING 24

PROPOSED WAREHOUSE

BB

B

B

SO

LICIT

ATIO

N N

O.:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

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N

1

D

2 3

C

4 5

A

B

MA

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DA

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SU

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Y: PL

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DA

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MA

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DE

SC

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NA

PP

R.

DA

TE

CO

NT

RA

CT N

O.:

DR

AWIN

G C

OD

E:

IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

E N

AM

E:

PL

OT S

CA

LE:

SHEET OF

CO

NC

OR

D,

MA

SS

AC

HU

SE

TTS

NE

W E

NG

LA

ND DIS

TRIC

T

U. S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

NA

TIC

K,

MA

SS

AC

HU

SE

TTS

U.S.

AR

MY S

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DIE

R S

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F-4

42-2

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1

B

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4

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TO

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ACIL

TY,

10/0

9/2

014

W912

WJ-1

5-B-0

001

NN

0

GRAPHIC SCALE:

1" = 20'

20 20 40

6

F-4

42-2

0-0

1_

C-1

02.d

gn

ME

G

AN

SI

D

1" = 2

0'

C-102

M.

GO

DF

RE

Y

17.5'

51.0'

12.0' 29.0' 12.0'

47.2'

50.8'

15.4'

19.9'

16.0'

72.2'

13.0'

5.0'

5.0'

15.2'

15.0'

19.6' 17

.3'

42.2'

1

2

3

4

5

6

7

8

9

10

9

NEW BITUMINOUS CONCRETE PAVEMENT

1

2

VERTICAL GRANITE CURB WITH 6" REVEAL

DEPRESSED CURB

6' CURB TRANSITIONS

6

4

7

5

3

17.5' BY 29.0' CONCRETE LOADING RAMP

1

6

1

7

4' WIDE CONCRETE SIDEWALK WITH 2.0% MAX CROSS SLOPE

75

13

9

12.6'

23.8'

15.8' 12.5'

10

SUBSURFACE STORMWATER INFILTRATION SYSTEM

11

11

KEY NOTES

55

LA

YO

UT A

ND M

AT

ERIA

LS P

LA

N

12

14

12PRECAST CONCRETE CURBING

SEGMENTAL BLOCK RETAINING WALL

12

4

3" THICK PAD OF 1/2" PEASTONE FILL OVER FILTER FABRIC

14

14.6'

PAVEMENT (TYP)

LIMITS OF NEW

8

13

13 PRECAST CONCRETE STAIRS WITH 5' BY 5' PLATFORM

6.0'

4.4'

4.8'

9.4'

15.0' BY 17.5' CONCRETE LOADING RAMP

NORTHING EASTING

N 2931523.4

N 2931526.0

N 2931430.5

N 2931433.1

BUILDING CORNER

NORTHWEST

NORTHEAST

SOUTHWEST

SOUTHEAST

BUILDING CORNER COORDINATES

FOR BUILDING CORNER COORDINATES

REFER TO TABLE (THIS SHEET)

BUILDING CORNER (TYP OF 4);

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

COMMENTS

E 692625.7

E 692678.6

E 692630.2

E 692683.2

STEEL PIPE BOLLARDS WITH BOLLARD SLEEVES (TYP OF 4)

ME

T

CLARITY. REFER TO SHEET C-103.

4. CONSTRUCTION LIMITS OF WORK NOT SHOWN FOR

OF THE FOUNDATION WALL.

3. COORDINATES ARE TAKEN FROM THE OUTSIDE CORNER

SHEET C-101 ARE NOT SHOWN.

2. FOR CLARITY, ITEMS SHOWN TO BE DEMOLISHED ON

THE OUTSIDE FACE OF THE FOUNDATION WALL.

1. ALL DIMENSIONS FROM BUILDING ARE TAKEN FROM

NOTES:

6

REFER TO STRUCTURAL SHEET S-3025'4" X 10'-3" CONCRETE PAD (ELECTRICAL EQUIPMENT);

6

4

535.2'

8

M. T

ES

SIE

R /S/

OC

TO

BE

R 2

014

150.20

CO

W

150

151

150

152

150

149

BW 150.00

FFE = 151.75

BUILDING 24

PROPOSED WAREHOUSE

BW 149.20±

BREAK IN

SLOPE

151

BB

B

B

148.90148.70

152.85

TOC 151.66

TP 150.30

TP 150.20

TOC 151.75

151.

45

151.

39

TC 1

51.6

6

TP 1

51.1

6

TC 1

51.6

6

TP 1

51.1

6

151.

08

150.41

151.75

151.08

150.60

150.70

150.80

150.60

151.61

151.41

151.61

TW 152.91

BW 150.00

ELEVATION

MATCH EXISTING

1%

1%

150.41

TC 1

51.6

6

TP 1

51.1

6

D

TP 151.16

TC 151.66

151.

08

TW 152.91

TP 152.32

TC 152.82

TC 152.11

TP 151.61

TW 150.50

151.75

149.

00

149.

00

149.

00

151.41

ELEVATION

MATCH EXISTING

151.75

ELEVATION

MATCH EXISTING

150.90

152.95

148.50

148.

50

148.

50

Ex

B

B

BB B

148.1

148.2

148.2

148.2

148.2

148.2 148.4

148.2

148.3

148.3

148.3

148.3148.3

148.3

148.3

148.3

148.3

148.3

148.3

148.4

CB

148.4

148.4

CB

148.5

148.5

148.5

148.5

148.5

148.5

CB CB

148.6

148.6

148.6148.7

MW

B

148.7

148.7

148.8

148.8

148.8

148.8

148.8

148.8

148.9

148.9

148.9148.9

B

149.0

149.0

GATE

149

149

149

149

149

149

149.0D

149.0

B

149.0

149.0

149.0

CBCB

149.1

149.1149.1149.1

149.1

149.1

149.1

149.1

149.1

149.1

D

149.2

149.2

B

BASEBALL FIELD

GRASS

GRASS

GRASS

149.2

GRASS

GRASS

COURT

BASKETBALL

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

W

149.2

149.2

W

149.2

149.2

149.3

149.3

B

149.3149.3

149.3

149.3

149.4

W/ STEEL DOOR

CONC. VAULT

149.3

149.3

149.3

149.3

MW

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.4

149.5

149.5

149.5

149.5

149.5

149.5149.5

BUILDING NO. 93

NEW ADDITION

BUILDING NO. 110

XSD

149.6

149.6

149.7

149.7

149.7

149.7

149.7

CB CB

149.7

149.7

149.8

W

149.8

W

149.8

149.9

149.9

W

S

149.9

149.9

149.9

150.0

150.0

S

150

150

150

151

152

150

150

150.0

150.0

Ex

150.1

D

150.1150.1

150.1

150.1

150.1

H

DY

150.2150.3

150.3

150.3

W

T.O.C.

T.O.C.

T.O.C.

150.9

T.O.C.

151.0

151.0

151.0

151.0

151.4

151.7

151.8

151.8151.9

152.1

152.2

MW

MW

152.5

W

S

GRAVEL

152.7

Ex

W

152.8

152.8

T

152.9

NO. 76

BUILDING

BUILDING NO. T-24

NO. T-26

BUILDING

NO. T-27

BUILDING

152.9

152.8152.9

G

152.9

S

SALT SHED

153.0

153

153.0

153.0

NO. 94

BUILDING

BUILDING

153.1153.1

153.1

RIM 148.41

CB

RIM 149.14

DMH

24" RCP

RIM 148.45

CB

INV. 142.15

RIM 149.0I

DMH

RIM 148.54

DCB

15"

RC

P

15"

RC

P

INV. 145.11

RIM 149.72

DCB1

24" RCP

15"

RC

P

RIM 149.05

DCB

15"

RC

P

12"

RC

P

24" RCP

4"

DI

4" DI

4"

DI

15"

RC

P

4" DI

6" PVC

6" PVC

4" P

VC

4" PVC

4" PVC

4" P

VC

4" P

VC

4" P

VC

6" P

VC

6" P

VC

6" PVC

INV. 143.46

INV. 144.79 (DCB1)

RIM 150.09

DMH

6" P

VC

4" DI

4"

DI

4" P

VC

TBM Y-5

TBM X

TBM Y

TBM Y-2

153.2

G

W

153.3153.4

S

W

NEW MEDICAL BUILDING

148.3

INV. OUT 146.86

INV. IN 146.87

RIM 152.67

SMH2

INV. 145.57

RIM 152.95

SMH3

INV. 143.55

RIM 149.99

SMH4

INV. OUT 147.58

INV. IN 147.59

RIM 153.49

SMH1

8"

CI

8"

CI

8"

CI

8"

CI

SO

LICIT

ATIO

N N

O.:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

SU

BMIT

TE

D B

Y: PL

OT D

AT

E:

DA

TE

MA

RK

DE

SC

RIP

TIO

NA

PP

R.

DA

TE

CO

NT

RA

CT N

O.:

DR

AWIN

G C

OD

E:

IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

E N

AM

E:

PL

OT S

CA

LE:

SHEET OF

CO

NC

OR

D,

MA

SS

AC

HU

SE

TTS

NE

W E

NG

LA

ND DIS

TRIC

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U. S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

NA

TIC

K,

MA

SS

AC

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SE

TTS

U.S.

AR

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4

R&

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TO

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TY,

10/0

9/2

014

W912

WJ-1

5-B-0

001

E

E

T

T

ES

E

# 93

# 11

0

# 27

NN

0

GRAPHIC SCALE:

ME

G

AN

SI

D

1" = 20'

20 20 40

7

1" = 2

0'

C-103

F-4

42-2

0-0

1_

C-1

03.d

gn

M.

GO

DF

RE

Y

1

2

3

4

5

6

7

8

9

10

11

KEY NOTES

3

2

1

4

65

7

9

10

12

14

15

13

11

MARKED "WATER" USING RAISED LETTERSNEW CURB STOP AND CURB BOX; CURB BOX LID SHALL BE

DRAWINGSNEW DOWNSPOUT (TYPICAL OF 4); REFER TO ARCHITECTURAL

12

13

13

13

148

LIMITS OF NEW BITUMINOUS CONCRETE PAVEMENT

15

15

RIM EL. 148.70

INVERT EL. AT BUILDING = 145.10

INVERT EL. AT EXISTING MANHOLE = 144.10

GR

ADIN

G,

DR

AIN

AG

E,

55

AN

D U

TILIT

Y P

LA

N

INVERT IN EL. = 144.92

SUMP EL. = 144.48

INVERT OUT EL. = 144.65

INVERT OUT EL. = 144.65

16

16

16

18

17

19

19

19

18 ELECTRICAL EQUIPMENT (REFER TO ELECTRICAL DRAWINGS)

17

17

17

MIDDLE RAIL AND FABRICREINSTALL EXISTING CHAIN LINK FENCE POSTS, TOP RAILS,

MAIN WITH CORPORATION STOP TAPTIE NEW 1 1/4" DIA WATER SERVICE INTO EXISTING WATER

NEW DRAIN MANHOLE (SEE DETAIL ON SHEET C-502)NEW 6" DIA DRAIN LINE FROM EACH DOWNSPOUT TO

CONTRACTOR RESPONSIBLE FOR TRENCHING AND BACKFILLINGNEW GAS LINE (SIZE, TYPE, & INSTALL BY NSTAR GAS CO.)

(REFER TO DETAIL ON SHEET C-503)SEWER MANHOLE USING RUBBER BOOT WITH WATER TIGHT SEALTIE NEW 4" DIA SANITARY SEWER LINE INTO EXISTING

(REFER TO DETAIL ON SHEET C-503)NEW 4" DIA SEWER CLEANOUT (CO) WITH THREADED CAP

(REFER TO DETAIL ON SHEET C-503)4" DI WATER MAIN TO WAREHOUSE FOUNDATION WALLNEW 1 1/4" DIA DOMESTIC WATER SERVICE FROM EXISTING

(REFER TO DETAIL ON SHEET C-502)COVER SHALL BE MARKED "DRAIN" USING RAISED LETTERSNEW DRAIN MANHOLE WITH NEW MANHOLE COVER AND FRAME;

(REFER TO DETAIL ON SHEET C-502)9 PLASTIC CHAMBERS, GEOTEXTILE FABRIC, AND STONENEW SUBSURFACE STORMWATER INFILTRATION SYSTEM USING

(REFER TO DETAIL ON SHEET C-502)PIPES WITH EACH FROM HEADER OR MANHOLE TO CHAMBERNEW 6" DIA HEADER FROM MANHOLE WITH THREE 6" DIA INLET

(REFER TO DETAIL ON SHEET C-502)NEW OBSERVATION PORT (TYPICAL OF 3)

WALL; TIE INTO EXISTING MAIN WITH SELF-TAPPING SLEEVEEXISTING CAST IRON FIRE MAIN TO WAREHOUSE FOUNDATIONINSTALL NEW 8" DIA FIRE PROTECTION SERVICE LINE FROMLIMITS OF WORK

CONSTRUCTION

LIMITS OF WORK

CONSTRUCTION

NEW POWER LINE

PLAN FOR CONTINUATION OF

REFER TO ELECTRICAL SITE

THE START OF CONSTRUCTIONCONTRACTOR SHALL CONFIRM EXISTING INVERTS PRIOR TOFROM EXISTING SEWER MANHOLE TO NEW FOUNDATION WALL;NEW 4" DIA SANITARY SEWER LINE, 50 LF AT 2.0% SLOPE

ME

T

20

20

20

20

16

16

CONDITIONS, LOAMED, AND SEEDEDAREA TO BE REESTABLISHED TO PRECONSTRUCTION

21

21

NOTE 6 ON SHEET C-101SPREAD AND GRADE STOCKPILED GRAVEL; REFER TO KEY

19

"UTILITY TRENCH PATCH DETAIL" ON SHEET C-501)AND RESTORATION OF EXISTING ASPHALT (REFER TO DUCTBANKS.) PROVIDE BEDDING, BACKFILL, COMPACTION,DETAIL" ON SHEET E-502 FOR REQUIRED WIDTH OF "TYPICAL REINFORCED CONCRETE DUCTBANK CONSTRUCTIONOF 24 INCHES PLUS WIDTH OF DUCTBANK; REFER TO SHALL BE SAWCUT TO PROVIDE FOR A TOTAL TRENCH WIDTHCONDUIT AND MANHOLES. EXISTING ASPHALT PAVEMENT PROVIDE TRENCHING FOR ELECTRICAL AND COMMUNICATION

22

22

EMH-1

EMH-3

NOTE 20 AND ELECTRICAL DRAWINGS)COMMUNICATION CABLE AND DUCTBANK (REFER TO KEY

BANK (REFER TO KEY NOTE 20 AND ELECTRICAL DRAWINGS)ELECTRICAL MANHOLE AND/OR ELECTRICAL CABLE AND DUCT-

23

23

OF SIDEWALK AT ELEVATION 152.91±TOP OF STAIR PLATFORM, TOP OF WALL, AND BACKSIDE

M. T

ES

SIE

R /S/

EMH-2

OC

TO

BE

R 2

014

SO

LICIT

ATIO

N N

O.:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

SU

BMIT

TE

D B

Y: PL

OT D

AT

E:

DA

TE

MA

RK

DE

SC

RIP

TIO

NA

PP

R.

DA

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CO

NT

RA

CT N

O.:

DR

AWIN

G C

OD

E:

IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

E N

AM

E:

PL

OT S

CA

LE:

SHEET OF

CO

NC

OR

D,

MA

SS

AC

HU

SE

TTS

NE

W E

NG

LA

ND DIS

TRIC

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U. S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

NA

TIC

K,

MA

SS

AC

HU

SE

TTS

U.S.

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W912

WJ-1

5-B-0

001

C-501

ME

G

AN

SI

D

8

1:1

F-4

42-2

0-0

1_

C-5

01.d

gn

O.D.

PIP

ECOMPACTED SUBGRADE

MIN

12"

SUBBASE

EXISTING

6"

8"

12"

12"

FLUSH WITH APRON

BITUMINOUS PAVEMENT

12"

WORK AREA

3"-4"

UNPAVED

W = O.D. + 2'

(3' MIN)

6" MIN

6" MIN

6" MIN

LIFTS USING A HAND TAMPER

COMPACTED IN 6" MAXIMUM

3/4" CRUSHED STONE FILL

SAFETY MANUAL

AS REQUIRED PER THE USACE

PROVIDE SHEETING AND SHORING

LIMIT OF TRENCH EXCAVATION;

SURFACE (TYP)

EXISTING PAVED

12"

PAVED

12"

UTILITY TRENCH DETAIL

REFER TO TYPICAL

PAVEMENT

EXISTING BITUMINOUS

(MATCH EXISTING)

RESTORED PAVEMENT

2" TOP COURSE

2" BINDER COURSE

SUBBASE

GRADED CRUSHED STONE

12" COMPACTED DENSE

TYPICAL BITUMINOUS PAVEMENT DETAIL

PAVEMENT JOINTING DETAIL SUBGRADECOMPACTED

DETAIL

BITUMINOUS PAVEMENT

REFER TO TYPICAL

AND SEED

4" LOAM

TYPICAL UTILITY TRENCH DETAIL

FLOWABLE FILL

12" OF

SEAL JOINT (TYP)

SAWCUT AND

UTILITY TRENCH PATCH DETAIL

DE

TAIL

PA

VE

ME

NT

BIT

UMIN

OU

S

SE

E

TY

PIC

AL

DETAIL

PAVEMENT

BITUMINOUS

SEE TYPICAL

COMPOST FILTER SOCK DETAIL

SOCK

COMPOST FILTER

PROTECTED AREA

STAKE (SEE NOTE 2)

2" x 2" WOODENCOMPACTOR (4 PASSES MIN.)

LB VIBRATORY PLATE

MAX LIFTS USING A 75

ORDINARY FILL IN 12"

COMPACTED GRAVEL OR

CIVIL D

ET

AIL

S 1

M.

GO

DF

RE

Y

6" REVEAL

6"

6"

CONCRETE SIDEWALK AND CURBING DETAIL

NOT TO SCALE

6"

CONCRETE SIDEWALK

4" MIN THICKNESS

UNDISTURBED SUBGRADE

COMPACTED OR

GRANITE CURB

VERTICAL

GRAVEL BASE

PROCESSED

8" COMPACTED

6"

THE EDGE OF PAVEMENT.

4. COMPACTED SUBBASE TO EXTEND 12-INCHES MINIMUM BEYOND

CONFORM TO MASSDOT SECTION M2.01.7.

3. COMPACTED DENSE GRADED CRUSHED STONE BASE COURSE TO

SECTION M3.11.03, TABLE A.

2. BITUMINOUS CONCRETE TOP AND BINDER COURSES: MASSDOT

MASSDOT STANDARDS SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.

1. MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH

NOTES:

CRADLE

CONCRETE

OF SIDEWALK)

(SET 2" BELOW TOP

WELDED WIRE FABRIC

6X6-W1.4XW1.4

BUIL

DIN

G

WA

LL

AND JOINT SEALANT

PREMOLDED JOINT FILLER

SLOPE

(SEE NOTE 4)

GRADE

FINISHED PAVEMENT

NO

TE 1

SE

E

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

COAT

ASPHALT EDGE AND APPLY TACK

ELEVATION, POWERWASH EXISTING

SAWCUT, EXCAVATE TO SUBGRADE

AND SEAL JOINT

APPLY TACK COAT,

EXISTING ASPHALT,

COURSE, POWERWASH

SAWCUT, REMOVE TOP

GRANITE CURB

TYPICAL VERTICLE

PAVEMENT LINE

CRB

GRANITE TRANSITION

FINISHED GRADE

6'

FLUSH CURB

TRANSITIONAL CURB DETAIL

VERTICAL GRANITE

NOT TO SCALE

DRAINAGE GRATE

OVERFLOW BYPASS (TYP)

RETRIEVAL SYSTEM (TYP)

SILT TRAP SACK

DRAINAGE GRATE

GRATE FRAME

OVERFLOW BYPASS

WATER

FILTERED

SILT TRAP SACK

AND DEBRIS

SEDIMENT

COMPOST FILTER SOCK.

ENTIRE LINEAR LENGTH OF

SPACED EVERY 10' ALONG

2. WOODEN STAKES SHALL BE

ALONG ITS ENTIRE LENGTH.

CONTACT WITH THE GROUND

SOCK SHALL BE IN FULL

1. BOTTOM OF COMPOST FILTER

NOTES:

NOT TO SCALE

NOT TO SCALE

TRIM AS NEEDED

5" MAX

BASIN STRUCTURE

EXISTING CATCH

4'

WID

E

(SPACED AT EVERY 16' O.C.)

TRANSVERSE EXPANSION JOINT

(SPACED AT EVERY 4' O.C.)

TRANSVERSE CONTROL JOINT

4'-0" (TYP)4'-0" (TYP)

3/8"

4"

4'-0" (TYP)4'-0" (TYP)

16'-0"

C.J.

E.J.

C.J.

C.J.

C.J.

E.J.

1/2"

PLAN

CONTROL JOINT (C.J.)

TRANSVERSE

EXPANSION JOINT (E.J.)

TRANSVERSE

1"JOINT SEALANT

FILLER

PREMOLDED JOINT

FULL DEPTH AND WIDTH OF SIDEWALK.

EXPANSION JOINTS EVERY 16 FEET ON CENTER. JOINTS SHALL BE STRAIGHT AND BE

5. PROVIDE TRANSVERSE CONTROL JOINTS AT EVERY 4 FEET ON CENTER AND TRANSVERSE

4. SLOPE SHALL BE AT LEAST 1.5% (MIN) AND NO MORE THAN 2.0% (MAX).

BROOM FINISH SHALL RUN PERPENDICULAR TO THE CURBING.

3. THE SIDEWALK SURFACE SHALL BE A LIGHTLY BROOM FINISHED TO BE SLIP RESISTANT.

HAVE BEEN FORCED OUT OF THE JOINTS.

AFTER POINTING, CURB STONES SHALL BE CLEANED OF ALL EXCESS MORTAR THAT MAY

WITH CEMENT MORTAR AND NEATLY POINTED ON THE TOP AND FRONT EXPOSED PORTIONS.

2. JOINTS BETWEEN CURB STONES (BOTH FRONT AND BACK) SHALL BE CAREFULLY FILLED

1. SEE TYPICAL BITUMINOUS PAVEMENT DETAIL.

NOTES:

17"-19"

55

ME

T

SILT TRAP SACK (INLET PROTECTION) DETAIL

WATER FLOW RATE = 60 GPM/FT.

OPENING SIZE (AOS) = 40 US STD. SIEVE; PERMITTIVITY = 0.05 SEC-1; AND

2. REQUIRED PROPERTIES: PUNCTURE = 120 LBS; UV RESISTANCE = 80%; APPARENT

INSECTS.

LIGHT. FABRIC SHALL ALSO BE RESISTANT TO SOIL CHEMICALS, MILDEW, AND

MONOFILAMENT FABRIC STABILIZED TO RESIST DEGRADATION DUE TO ULTRAVIOLET

1. GEOTEXTILE SHALL BE A BLACK NON-BIODEGRADABLE POLYPROPYLENE WOVEN

NOTES:

SLOPE

(MIN)

(MIN)

HAUNCH DETAIL FOR CONCRETE LOADING RAMP

RAMP

CONCRETE

4000 PSI

(SEE NOTE 1)

BETWEEN FOUNDATION WALL AND EDGE OF CONCRETE LOADING RAMP.

2. A PREMOLDED JOINT FILLER AND JOINT SEALANT SHALL BE USED

LONGITUDINAL AND TRANSVERSE SLOPES ALONG RAMPS.

1. REFER TO SHEET C-103 FOR SPOT ELEVATIONS TO DETERMINE

NOTES:

FABRIC

WELLDED WIRE

6X6-W2.9XW2.9

3" MIN

M. T

ES

SIE

R /S/

OC

TO

BE

R 2

014

SO

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N N

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N B

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DE

SIG

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D B

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D

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AP

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NT

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E:

IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

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E:

PL

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SHEET OF

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10/0

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014

W912

WJ-1

5-B-0

001

9

SEE THE TABLE OF ACCEPTABLE FILL MATERIALS

LIFTS TO 95% STANDARD PROCTOR DENSITY.

MIXTURES,

SO

LICIT

ATIO

N N

O.:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

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2 3

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4 5

A

B

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IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

E N

AM

E:

PL

OT S

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LE:

SHEET OF

CO

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OR

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LA

ND DIS

TRIC

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U. S.

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AC

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SE

TTS

U.S.

AR

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DIE

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EN

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F-4

42-2

0-0

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014

W912

WJ-1

5-B-0

001

F-4

42-2

0-0

1_

C-5

03.d

gn

AROUND CURB BOX

WRAP TRACING WIRE

EXISTING WATER MAIN

COATED TRACING WIRE

CORPORATION STOP

CURB STOP

WITH ROD

CURB BOX

PRECAST BLOCK

16" X 8" X 4"

AROUND CURB STOP

WIRE AND TAPE

WRAP BARE TRACING

4'

MIN

CO

VE

R

FINISHED PAVEMENT GRADE

DIRECT CONNECTION

5'

MIN

CO

VE

R

MARKED "WATER"

CURB BOX LID

STOP

TO CORPORATION

BARE TRACING WIRE

WRAP AND TAPE

WATER SERVICE CONNECTION DETAILNOT TO SCALE

SEE NOTE 2

SERVICE LINE

1" WATER

GOOSENECK

NOT TO SCALE

DRAINAGE AGGREGATE

12" THICK (MINIMUM)

COMPACTED SUBGRADE

RUBBER BOOT

STEEL CLAMP

STAINLESS

SEWER PIPEGROUT

NON-SHRINK

MANHOLE

EXISTING SEWER

CORED HOLE

WATERTIGHT SEAL

NOT TO SCALE

SEWER PIPE TIE-IN TO EXISTING MANHOLE

DRAIN PIPE

4" PERFORATED

OUTLET PIPE

INVERT TO EXISTING

PROVIDE BRICK

PLUMBING.

2. CONTINUE WATER SERVICE TO BUILDING AND TIE INTO INTERIOR

AND CURB STOP AND FROM CURB STOP TO BUILDING.

1. WATER SERVICE LINE SHALL BE SEAMLESS BETWEEN WATER MAIN

NOTES:

NOT TO SCALE

DRAIN OUTLET DETAIL

12"

MIN

DRAINAGE AGGREGATE

12" THICK (MINIMUM)

BUIL

DIN

G

WA

LL

S

Flow

SEWER MANHOLE

6" SEWER PIPE TO

NOT TO SCALE

SEWER CLEANOUT DETAIL

RECESSED PLUG AND CAP

CAST IRON CLEANOUT

8"

6"

2" 2"16"

SAND CUSION

SLEEVE

8" PVC PIPE PIPE RISER

6" SEWER

AND JOINT SEALANT

PREMOLDED FILLER

(SEE DETAIL ON C-501)

CONCRETE SIDEWALK

SIDEWALK

CONCRETE

CLEANOUT FRAME

CAST/DUCTILE IRON

CLEANOUT COVER

CAST/DUCTILE IRON

BUILDING

SEWER TO

5510

CIVIL D

ET

AIL

S 3

C-503

ME

G

AN

SI

D

M.

GO

DF

RE

Y

1:1

12"

PEASTONE

3'-

6"

6"

5'-

0"

6"

BOLLARD DETAIL

1"

OF CONCRETE

ROUNDED TOP

3"

4"

18"

FINISHED GRADE

6"

PRECAST CONCRETE CURB

WASHED PEASTONE

1/4" - 1/2" DOUBLE-

SAND BEDDING

FILTER FABRIC

SUBGRADE

NOT TO SCALE

PEASTONE AREA DETAIL

6" 6"7" SUBGRADE

ROUNDED TO SUB-ROUNDED AGGREGATE

AND WITH A WATER FLOW OF NO LESS THAN 120 GPM/SQ FT.

3. FILTER FABRIC: 4.5 OZ. NON-WOVEN, NEEDLE PUNCHED,

AND CONFORMING TO ASTM C33.

FREE OF ORGANICS

2. PEASTONE: CLEAN AND GRADED, RIVER-RUN WASHED,

NO. 4 US STANDARD SIEVE AND CONFORMING TO ASTM C33.

1. SAND: CLEAN AND GRADED, WASHED SAND, ALL PASSING A

NOTES:

NOT TO SCALE

SERVICE LINE

WATER

OVERHEAD DOORS

CONCRETE APRON ATFINISHED GRADE

PIPE FILLED WITH CONCRETE

SCH 40 GALVANIZED STEEL

8" NOM OD X 9'-0" LONG

6" MIN (TYP)

DETAIL, THIS SHEET)

(SEE DRAIN OUTLET PIPE

PIPE WITH FILTER SOCK

4" DIA PERFORATED DRAIN

BACKFILL SOIL

LEVELING PAD

6" THICK (MINIMUM)

BACKFILL SOIL

BACKFILL SOIL

SEE NOTE 1

DETAIL, THIS SHEET)

(SEE DRAIN OUTLET PIPE

AT EVERY 30' ON CENTER

4" DRAIN OUTLET PIPE

WALL UNIT (TYP)

SEGMENTAL RETAINING

30' ON CENTER

OPEN JOINT AT

MASONRY ADHESIVE)

WALL UNIT WITH

OF SEGMENTAL RETAINING

CAP UNIT (ADHERE TO TOP

STEEL PIPE

8" NOM OD SCH 40

DIAMETER SIZED TO FIT

BOLLARD COVER; COVER

FOOTING

24" DIA CONCRETE

SHALL HAVE ULTRAVIOLET AND ANTISTATIC ADDITIVES.

1/4-INCH. THE PLASTIC

THE INSTALLATION OF THE BOLLARD COVERS.

GALVANIZED COATING SHALL BE ACCEPTED BY THE COR PRIOR TO

GALVANIZED COATING HAS BEEN SCRATCHED AND/OR DAMAGED. THE

A ZINC-RICH PRIMER AT ALL AREAS ALONG THE PIPE WHERE THE

SHALL PROVIDE TOUCH-UP PAINT ON GALVANIZED SURFACES USING

AFTER INSTALLATION OF THE PIPE BOLLARDS THE CONTRACTOR

WITH ASTM A123.

THICKNESS OF 2.0 OUNCES/SQUARE FEET AND BE IN COMPLIANCE

COATING WITH A MINIMUM

HOT-DIP GALVANIZED FINISH

PIPE FOR BOLLARDS: ASTM A53, GRADE B, SCHEDULE 40,

6. CONCRETE FOOTING: 4000 PSI AT 28 DAYS.

CONCRETE RAMP.

5. BOTTOM OF BOLLARD COVER SHALL SIT FLUSH WITH TOP OF

AND HAVE A NOMINAL WALL THICKNESS OF

4. THE BOLLARD COVER SHALL BE YELLOW AND MADE OF HDPE PLASTIC

3.

2. GALVANIZED FINISH SHALL BE A ZINC

.

1. STEEL

NOTES:

3/4"

WALL UNIT (TYP)

SEGMENTAL RETAINING

(TYP AT EACH RISE)

3/4-INCH SETBACK

TYP OF 2 (MIN) PER UNIT

SHEAR CONNECTION PIN;

ME

T

SEGMENTAL BLOCK RETAINING WALL

RETAINING WALL" FOR INFORMATION ON WALL AND SOIL MATERIALS.

3. REFER TO SPECIFICATION SECTION 32 32 23, "SEGMENTAL CONCRETE BLOCK

DETAIL" ON SHEET C-501.

2. PAVEMENT OR TURF. FOR PAVEMENT, SEE "TYPICAL BITUMINOUS PAVEMENT

BREAKS IN GRADE.

1. INSTALL WALL PER MANUFACTURER'S SPECIFICATIONS. STEP WALL AT

NOTES:

M. T

ES

SIE

R /S/

OC

TO

BE

R 2

014

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

SU

BMIT

TE

D B

Y: PL

OT D

AT

E:

DA

TE

MA

RK

DE

SC

RIP

TIO

NA

PP

R.

DA

TE

CO

NT

RA

CT N

O.:

DR

AWIN

G C

OD

E:

IDENTIFICATION

SHEET

®

District

New England

of Engineers

US Army Corps

SIZ

E:

FIL

E N

AM

E:

PL

OT S

CA

LE:

SHEET OF

CO

NC

OR

D,

MA

SS

AC

HU

SE

TTS

NE

W E

NG

LA

ND DIS

TRIC

T

U. S.

AR

MY C

OR

PS O

F E

NGIN

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RS

10/0

9/2

014

SO

LICIT

ATIO

N N

O.:

F-4

42-2

0-0

1

W912

WJ-1

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001

BUIL

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E-5025553

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AN

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F-4

42-2

0-0

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1:1

12" x 12" x 10" DEEP

SUMP

DUCT ENTRANCE. LOCATION TO BE

AS INDICATED

PLAN

A

B8"

A A

CONCRETE OR BLACK

TOP ROADWAY

SLOPE 1:40 TO SUMP

GROUND ROD & CLAMP

DUCT ENTRANCE

FOR MANHOLE FRAME & COVER, SEE FED.

SPEC. A-A-60005, FIG. 1, SIZE 30A AND

FIG. 8, SIZE 30A, RESPECTIVELY

BRICK COLLAR LINED UP WITH

CEMENT MORTAR

8"

10"

B

#5 @ 6" EW, T&B

#4 @ 6" EW EF

#4 @ 6" T&B

C

8"

8"

8"

8"

LAP REINF. 24" (TYP.)

6" MIN.

NOTES:

MANHOLE AND COVERS ARE DESIGNED

FOR MAXIMUM WHEEL LOAD IN

ACCORDANCE WITH AASHTO HS20-44.

FOR DETAILS OF CABLE RACKS,

DUCT ENTRANCE AND PULLING-IN

IRONS, SEE PLATE UG-7.

MINIMUM CONCRETE COMPRESSIVE

STRENGTH SHALL BE 3000 PSI.

1.

2.

3.

CONSTR. JTS. (TYP.)

WATERSTOP AT ALL

MANHOLE DIMENSIONS

TYPE

4

3

6'-0"

6'-0"

A

8'-0"

6'-0"

B C (AT HIGH PT.)

6'-6"

6'-6"

6"

L3 1/2 X 3 1/2 X 1/4

ST3 X 6.25

L7 X 4 X 3/8 X 9" LONG

SUMP

SLOPE FL. TO

IRON

1'-0"

A

L 6 X 3 1/2 X 5/16

1/4"

6" X 3/8" X 4'-6" PL

PAVING

3"

6"

10" A 10"

E.F. SIDES & BOTTOM

#4 @ 12" E.W. &

SECTION A-A

A

1'-0"

6"

10"

A

10"

L7 X 4 X 3/8 X 9" LONG

W8 X 40 REMOVABLE

SECTION B-B

1'-0"X1'-0"X6"

SUMP

& CLAMP

GROUND ROD

BOTTOM

E.F. SIDES &

#4 AT 12" E.W.

O.C.

ANCHOR @ 1'-6"

1 1/4" X 1/8"

PAVING OR GRADE1/2" P.E.J. ALL AROUND

SECTION C-C

3/16T

ST 3 X 6.25 L 3 1/2X3 1/2X1/4 ANCHOR @ 1'-6"

1 1/4" X 1/8

2"

4"

3"

1"

6"6"

3"

C

C

7"9"

THE PROJECT DRAWING

TO BE AS INDICATED ON

DUCT ENTRANCE. LOCATION

B

B

AA

3" X 3/8" X 8" PL

REMOVABLE W 8 X 40

SUMP

AT 6" O.C.

3" X 3/8" X 4'-6" PL

& COVER

HINGE-WELDED TO FRAME

AT 6" O.C.

PL

PLAN

DIMENSIONSHANDHOLE

4

TYPE

3

4'-0"

3'-0"

A

(SEE NOTE 4)#4 @ 12"

E.W. & E.F.

1/2" PL

VARIES

NOTES:

ENTRANCE OF DUCTS INTO HANDHOLE MAY

BE MADE ON SIDE FACES OR CORNERS

AS REQUIRED.

FOR DETAILS OF CABLE RACKS, DUCT

ENTRANCE AND PULLING-IN IRONS,

SEE PLATE UG-7.

HANDHOLE AND COVER IS DESIGNED FOR

MAXIMUM SINGLE WHEEL LOAD OF

50,000 LB. OR DUAL WHEEL LOAD OF

90,000 LB.

COVER SHALL BE MADE OF STRUCTURAL

STEEL CONFORMING TO ASTM A 36/A 36M.

MINIMUM COMPRESSIVE STRENGTH OF

CONCRETE SHALL BE 3000 PSI.

1.

2.

3.

4.

5.

NOTE: STIFFENERS SHOWN

TYP. BOTH SIDES

TYPE 3, 1'-1"

TYPE 4, 1'-7" O.C.

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

SECTION A-A

N.T.S.

N.T.S.

STANDARD ELECTRICAL MANHOLE (TRAFFIC)

STANDARD ELECTRICAL HANDHOLE (TRAFFIC)

ELE

CT

RIC

AL D

ET

AIL

S 2

#4 REBAR @ 18" O.C. IN PAIRS (TYP.)

CONTINUOUS #5 REBAR @ 7 1/2" TOP,

FINISH GRADE

MINIMIZE SHEARING.

VERTICAL WALLS, UNLESS APPROVED BY ENGINEER.

BACKFILL DUCTS WITH SELECT FILL. BACKFILL TRENCH BANK IN LAYERS AFTER CONCRETE HAS SET.

CONCRETE CONSTRUCTION JOINTS SHALL NOT BE SPACED LESS THAN 40 FEET O.C.

STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO

CONCRETE ENVELOPE SHALL BE POURED IN FORM. DO NOT USE THE SIDES OF THE TRENCH TO FORM THE

7.

6.

8.

5.

NOTES:

3.

2.

1.

AND/OR ROW OF CONDUIT PROVIDE AN ADDITIONAL #5 REBAR SPACED AS NOTED ABOVE.

BOTTOM AND SIDES. THIS IS A TYPICAL EXAMPLE OF DUCT BANK CONSTRUCTION. FOR ADDITIONAL COLUMN

DUCT BANK SHALL BE ENCASED IN CONCRETE WITH A LEAST THREE INCHES OF CONCRETE AT THE TOP,

PER SQUARE INCH. THE SLUMP SHALL BE AT THE UPPER END OF THE RANGE, PREFERABLY 7 TO 8 INCHES.

THE CONCRETE SHALL INCORPORATE 3/8" AGGREGATE WITH A NOMINAL COMPRESSIVE STRENGTH OF 2,500 LBS.

DISLODGE THE SPACERS.

INTO THE TRENCH IS MINIMAL. POUR THE CONCRETE SLOWLY AND DISTRIBUTE IT EVENLY SO AS NOT TO

WHEN PLACING CONCRETE AROUND CONDUITS ADJUST THE DELIVERY CHUTE SO THE FALL OF THE CONCRETE

OF REBAR STAKES AND HOLD DOWN BARS SHOULD BE USED PER 20 FEET OF DUCT BANK. THE 3" EXTENSION

FLOTATION IS CAUSED BY DUCT BUOYANCY AND CHURNING OF THE CONCRETE DURING THE POUR. FOUR SETS

THE REBAR STAKES AND HOLD DOWN BARS ARE REQUIRED TO PREVENT THE FLOTATION OF THE DUCT BANK.

CIVIL ENGINEER.

IT SHOULD HAVE JUST ENOUGH SLUMP TO FLOW TO THE BOTTOM OF THE DUCT BANK AND YET NOT BE

SO WET AS TO CAUSE THE CONDUITS TO FLOAT EXCESSIVELY. COORDINATE EXACT REQUIREMENTS WITH

OF THE REBAR ABOVE THE DUCTS IS TO BE USED AS A CONCRETE GAUGE.

4.

SEE NOTE #2

6" PLASTIC WARNING TAPE

SEE NOTE #9

SEE NOTE #6

0.5" DIA (APPROX.) HOLES

HOLD DOWN BAR. ANGLE IRON WITH

(MIN.)

3"

(MIN.)

7 "12

3" (MIN.) 7 " (MIN.)21

30"

(MAX.)

3"

(MIN.)

12"

(MIN.)

CL

LC

LC

PLASTIC WARNING TAPE SHALL BE "EXTRA-STRETCH" 6" WIDE AS MANUFACTURED BY TERRA-TAPE, DIVISION9.

OF REEF INDUSTRIES OR APPROVED EQUAL. COLOR CODE SHALL BE AS FOLLOWS; RED-ELECTRIC, ORANGE-

COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY DUCT BANK SERVICE. UTILIZE NON-DETECTABLE TAPE FOR

ELECTRIC DUCTS AND METALLIZED DETECTABLE TAPE FOR COMMUNICATION DUCTS.

24"

(MIN.)

REQUIRED FOR SERVICE ENTRANCE DUCTBANK ONLY. REFER TO BUILDING GROUNDING ELECTRODE DETAIL.10.

BOTTOM & SIDES. SEE NOTE #1.

#4 REBAR @ 18" O.C. IN PAIRS (TYP.)

CONTINUOUS #5 REBAR @ 7 1/2" TOP,

FINISH GRADE

MINIMIZE SHEARING.

VERTICAL WALLS, UNLESS APPROVED BY ENGINEER.

BACKFILL DUCTS WITH SELECT FILL. BACKFILL TRENCH BANK IN LAYERS AFTER CONCRETE HAS SET.

CONCRETE CONSTRUCTION JOINTS SHALL NOT BE SPACED LESS THAN 40 FEET O.C.

STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO

CONCRETE ENVELOPE SHALL BE POURED IN FORM. DO NOT USE THE SIDES OF THE TRENCH TO FORM THE

7.

6.

8.

5.

3.

2.

1.

AND/OR ROW OF CONDUIT PROVIDE AN ADDITIONAL #5 REBAR SPACED AS NOTED ABOVE.

BOTTOM AND SIDES. THIS IS A TYPICAL EXAMPLE OF DUCT BANK CONSTRUCTION. FOR ADDITIONAL COLUMN

DUCT BANK SHALL BE ENCASED IN CONCRETE WITH A LEAST THREE INCHES OF CONCRETE AT THE TOP,

PER SQUARE INCH. THE SLUMP SHALL BE AT THE UPPER END OF THE RANGE, PREFERABLY 7 TO 8 INCHES.

THE CONCRETE SHALL INCORPORATE 3/8" AGGREGATE WITH A NOMINAL COMPRESSIVE STRENGTH OF 2,500 LBS.

DISLODGE THE SPACERS.

INTO THE TRENCH IS MINIMAL. POUR THE CONCRETE SLOWLY AND DISTRIBUTE IT EVENLY SO AS NOT TO

WHEN PLACING CONCRETE AROUND CONDUITS ADJUST THE DELIVERY CHUTE SO THE FALL OF THE CONCRETE

OF REBAR STAKES AND HOLD DOWN BARS SHOULD BE USED PER 20 FEET OF DUCT BANK. THE 3" EXTENSION

FLOTATION IS CAUSED BY DUCT BUOYANCY AND CHURNING OF THE CONCRETE DURING THE POUR. FOUR SETS

THE REBAR STAKES AND HOLD DOWN BARS ARE REQUIRED TO PREVENT THE FLOTATION OF THE DUCT BANK.

CIVIL ENGINEER.

IT SHOULD HAVE JUST ENOUGH SLUMP TO FLOW TO THE BOTTOM OF THE DUCT BANK AND YET NOT BE

SO WET AS TO CAUSE THE CONDUITS TO FLOAT EXCESSIVELY. COORDINATE EXACT REQUIREMENTS WITH

OF THE REBAR ABOVE THE DUCTS IS TO BE USED AS A CONCRETE GAUGE.

4.

SEE NOTE #2

6" PLASTIC WARNING TAPE

SEE NOTE #9

SEE NOTE #4.

SEE NOTE #6

0.5" DIA (APPROX.) HOLES

HOLD DOWN BAR. ANGLE IRON WITH

(MIN.)

3"

(MIN.)

7 "12

3" (MIN.) 7 " (MIN.)21

30"

(MAX.)

3"

(MIN.)

12"

(MIN.)

CL

LC

LC

PLASTIC WARNING TAPE SHALL BE "EXTRA-STRETCH" 6" WIDE AS MANUFACTURED BY TERRA-TAPE, DIVISION9.

OF REEF INDUSTRIES OR APPROVED EQUAL. COLOR CODE SHALL BE AS FOLLOWS; RED-ELECTRIC, ORANGE-

COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY DUCT BANK SERVICE. UTILIZE NON-DETECTABLE TAPE FOR

ELECTRIC DUCTS AND METALLIZED DETECTABLE TAPE FOR COMMUNICATION DUCTS.

24"

(MIN.)

REQUIRED FOR SERVICE ENTRANCE DUCTBANK ONLY. REFER TO BUILDING GROUNDING ELECTRODE DETAIL.10.

SYSTEM DETAIL. SEE NOTE #10.

BUILDING GROUNDING ELECTRODE

GROUND CONDUCTOR. REFER TO

SCHEDULES FOR SIZE.

DUCTBANK SECTIONS AND

SPECIFICATION FOR TYPE AND

ELECTRICAL DUCT. REFER TO

BE STAGGERED VERTICALLY.

HORIZONTALLY ONLY. SPACERS SHALL

SPACERS SHALL BE INTERLOCK

CONDUIT SPACERS, 5'-0" ON CENTER.

N.T.S.

TYPICAL REINFORCED CONCRETE DUCTBANK CONSTRUCTION DETAIL

CONDUIT IDENTIFICATION SCHEDULE

1

2

4" SCHED 80 PVC - EMPTY WITH PULL ROPE

3

S

N.T.S.

DUCTBANK SECTIONS

SECTION A-A

1

SECTION D-D

S S

S S

2" SCHED. 80 PVC WITH PULL ROPE

SECTION B-B

S S

2 2

NOTES.

DUCT BANK ROUTING REQUIREMENTS AND

REFER TO SITE PLAN E-101 FOR ALL2.

THIS SHEET FOR ADDITIONAL INFORMATION.

DUCTBANK CONSTRUCTION DETAIL" ON

SEE "TYPICAL REINFORCED CONCRETE1.

NOTES:

11.REFER TO DRAWING C-501 FOR UTILITY TRENCH DETAIL.

DR

D

DA

VID D

ES

CO

TE

AU

X /S/

SECTION C-C

3S

PULL ROPE FOR NSTAR FEEDER

4" SCHED 80 PVC - EMPTY WITH

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HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?O=78&C=232

ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET EXPLORER: B.

> NAVFAC CADD DETAILS.RESOURCES

NAVFAC CADD > CADD LIBRARY > CCB > DOCUMENTS & REFERENCES > HOME FOLLOW:

THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO THIS LOCATION, A.

) FOR USE IN A LABEL MAKING MACHINE.WWW.WDBG.ORG

A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN GUIDE WEBSITE (5.

6" 4" OUTDOOR

3" 2" INDOOR

WIDTHHEIGHTEQUIPMENT TYPE

THE SIZE OF THE LABEL SHALL BE:4.

BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS 3.

THE LABEL FORMAT AND TEXT SHALL BE IN ACCORDANCE WITH THE FIGURE.2.

HAZARDS.

PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN OF ARC FLASH 1.

NOTES:

WIDTH

HEIGHT

WALL OF MANHOLE

TYPICAL CABLE RACK TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

3"

DETAIL OF PULLING-IN IRON

7" MIN.

7" MIN.

8 3/8"

9"

CAST IN PLACE

3"

1 1/2"

CONCRETE WALL

LOCKWASHER

FILLET WELD

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

CL

(MIN)

2 1/2" RAD

13/16"

3/16"4"

NOTE

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

N.T.S.

N.T.S.

ARC FLASH WARNING LABEL

CABLE RACK AND DUCT ENTRANCE

PULLING-IN IRONS

ELE

CT

RIC

AL D

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S 3

DR

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G-001G-002LS-101C-001C-101C-102C-103C-501C-502C-503S-001S-101S-102S-301S-302S-501A-001A-101A-102A-103A-104A-201A-202A-301A-401A-402A-403A-501A-502A-503A-504A-505A-601FA-101FA-601FX-001FX-101P-001P-101P-601M-001M-101M-501M-601M-701E-001E-101E-102E-103E-104E-105E-501E-502E-503E-601