Attachment 08 - Bedford MA EHRM Specifications IFC 20250604 Part2of3.pdf

6 7

8 9

10 11

12 13 14

15 16

S P R

IN

G S R

D

P

IN

E H

IL

L R

D

TREES

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

INCLUDED SUBMITTALS OTHER AS WELL AS REPORT" SUMMARY "JOB THE SEE

USED, EQUIPMENT AND FINDINGS REGARDING INFORMATION ADDITIONAL FOR

DATE OF FIELD WORK.

THE ON LLC) (GPRS, SYSTEMS RADAR PENETRATING GROUND BY COLLECTED

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 500'250'

Know what'sbelow.

before you dig.Call

R

MISC POINT

U

U

U

U

U

S P R

IN

G S R

D

SCAN PATH

D=2'-3'

ELECTRICAL

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

P R

IN

G S R

D

SCAN PATH

D=2'-3'

D=2'-3'

D=2'-3'

PHONE

D=1'-2'

D=1'-2'

D=1'-2'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

P R

IN

G S R

D

SCAN PATH

SCAN PATH

D=2'-3'

D=2'-3'

D=1'-2'

D=1'-2'

D=2'-3'

D=2'-3'

MH12

D=3'-4'

D=1'-2'

D=1'-2'

D=3'-4'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

P R

IN

G S R

D

SCAN PATH

D=1'-2'

D=1'-2'

D=7'-8'

D=3'-4'

D=3'-4'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

SCAN AREA

SCAN AREA

SCAN PATH

SCAN PATH

D=2'-3'

D=6'-7'

D=5'-6'

DEBRIS

DUMPSTER &

D=6'-7'

D=2'-3'

D=2'-3'

D=0-1'

D=2'-3' D=2'-3'

D=4'-5'

D=4'-5'

D=2'-3'

MH23

D=4'-5'

D=4'-5'

D=4'-5'

D=7'-8'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

MH22

D=1'-2'

D=1'-2'

D=1'-2'

D=5'-6'

STORM

D=8'-9'

SANITARY

SCAN AREA

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

P R

IN

G S R

D

SCAN PATH

SCAN PATH

SCAN PATH

SCAN PATH

SCAN PATH

SCAN PATH

NO ACCESS

NO ACCESS

MH11

D=3'-4'

D=3'-4'

D=1'-2'

D=9'-10'

D=9'-10'

D=7'-8'

D=6'-7'

D=5'-6'

D=4'-5'

D=4'-5'

D=4'-5'

D=5'-6'

D=5'-6'

D=5'-6'

D=1'-2'

D=1'-2'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

NO ACCESS

MH10

D=1'-2'

D=1'-2'

D=1'-2'

COMM & ELEC

D=2'-3'

D=5'-6'

D=3'-4'

D=2'-3'

D=4'-5'

D=1'-2'

D=1'-2'

D=2'-3'

D=2'-3'

D=2'-3'

D=4'-5'

D

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D

D

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

SCAN PATH

SCAN PATH

SOLAR CALL BOX

D=2'-3'

D=2'-3'

D=2'-3'

MH21

D=1'-2'

D=1'-2'

D=0-1'

D=7'-8'

D=7'-8'

D=7'-8'

D=7'-8'

D=6'-7' D=5'-6'

D=7'-8'

D=9'-10'

D=1'-2'

D=3'-4'

D=1'-2'

D=3'-4' D=3'-4'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=2'-3'

COMM & ELEC

D=2'-3'

COMM & ELEC

D=2'-3'

D=2'-3'

D=4'-5'

D=1'-2'

D=1'-2'

SCAN AREA

SCAN AREA

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

U

P R

IN

G S R

D

SCAN PATH

SCAN PATH

SCAN PATH

SCAN PATH

NO OUTLET

N O O

U T

L E

T N

O O

U T

L E

T

NO OUTLET

STEAM CONTROL

STEAM CONTROL

F

IR

E B

O X

D=1'-2'

D=1'-2'

D=1'-2'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=1'-2'

D=5'-6'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=1'-2'

D=5'-6'

D=4'-5'

D=4'-5'

D

D=2'-3'

D=2'-3'

D=2'-3'

D=4'-5'

D=6'-7'

D

D

D

D

D

D=2'-3'

D=4'-5'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

SCAN PATH

D=2'-3'

D=2'-3'

MH20

MH19

D=7'-8'

D=5'-6'

D=1'-2'

D

D=1'-2'

D=1'-2'

D=1'-2'

D=7'-8'

D=7'-8'

D=4'-5'

D=4'-5'

D=4'-5' D=4'-5'

D=1'-2'

D=2'-3'

NO ACCESS

MH18

D=2'-3'

D=2'-3'

D=1'-2' D=1'-2'

D=1'-2'

POST

BUTTON

D=1'-2'

D=1'-2'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

R

IN

G S R

D

E D

IT

H

N R

O G

E R

S W

A Y

SCAN PATH

SCAN PATH

SCAN PATH

SCAN PATH

RISER

SOLAR

POTENTIAL WATER TRENCH

D=2'-3'

D=2'-3' D=2'-3'

D=4'-5'

D=3'-4'

D-2'-3'

D=4'-5'

D=1'-2'

D=4'-5'

D=4'-5'

D=4'-5'

D=4'-5'

D=9'-10'

D=9'-10'

D=1'-2'

D=1'-2'

D=0-1'

D=1'-2' D=2'-3'

D

D=1'-2'

D=2'-3'

D=5'-6'

D=5'-6'

D=5'-6'

NO ACCESS

MH17

NO ACCESS

MH16

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=3'-4'

D=1'-2'

D=1'-2'

COMM & ELEC

D=1'-2'

D=2'-3'

D=2'-3'

D=1'-2' D=1'-2'

D

D=2'-3'

D=2'-3'

D=2'-3'

D=1'-2'

D=1'-2'

NO ACCESS

MH14

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

COMM & ELEC

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

D=1'-2'

D=1'-2'

D=1'-2'

D=2'-3'

D=1'-2'

D=1'-2'

D=1'-2'

NO ACCESS

MH15

D=1'-2'

D=1'-2'

D=4'-5'

D=3'-4'

D=3'-4'

D=3'-4'

D=3'-4'

D=3'-4'

D=5'-6'

D=5'-6'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

SCAN PATH

SCAN PATH

NO ACCESS

NO ACCESS

NO ACCESS

D=1'-2'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=5'-6'

D=3'-4'

D=3'-4'

D=1'-2'

D=1'-2'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=2'-3'

D=5'-6'

D=5'-6'

D=6'-7'

D

D=1'-2'

D=1'-2'

D=4'-5'

D=4'-5'

D=4'-5'

D=1'-2'

D=1'-2'

D=2'-3'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=2'-3'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=4'-5'

D=4'-5'

D=3'-4'

D=3'-4'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

NO ACCESS

MH14

D=4'-5'

D=5'-6'

D=1'-2'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

U

R

IN

G S R

D

SCAN PATH

D=1'-2'

D=2'-3'

D=1'-2'

D=1'-2'

NO ACCESS

MH8

NO ACCESS

MH9

D=3'-4'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

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\C

A D

\6 E

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PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

NO ACCESS

D=9'-10'

D=6'-7'

D=9'-10'

D=1'-2'

ELEC LINE

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

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G P

R S

\P

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S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

U

P R

IN

G S R

D

SCAN PATH

SCAN PATH

SCAN PATH

N O A

C C

E S

S

D=1'-2'

NO ACCESS

MH7

D=3'-4'

D=3'-4'

D=3'-4'

D=3'-4'

D=3'-4'

BLDG 30

D=2'-3'

D=2'-3'

D=2'-3'

D=0-1'

D=4'-5'

D=4'-5'

D

D=3'-4'

D=2'-3'

SERVICE

D

S E

R V

IC

E

NO ACCESS

MH5

NO ACCESS

MH6

D=3'-4'

TREES

TREES

D

D '-7

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

U

P R

IN

G S R

D

SCAN PATH

SCAN PATH

D=3'-4' D=2'-3'

D=4'-5'

D=4'-5'

D=6'-7'

D=4'-5'

D=6'-7'

D=6'-7'

D=4'-5'

D=6'-7'

D=6'-7'

D=4'-5'

D=4'-5'

D=4'-5'

D=3'-4'

D=3'-4'

D=3'-4'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=1'-2'

D=4'-5'

D=4'-5'

D=2'-3'

D=2'-3'

D=2'-3'

SERVICE

NO ACCESS

MH2

ACCESS

NO MH1

NO ACCESS

MH4

MH3

D=2'-3'

D=3'-4'

D=3'-4'

TREES

D=6'-7'

D=6'-7'

COMM DUCT

COMM MANHOLE

COMM CONDUIT

SCAN PATH

UNKN MANHOLE

UNKN MISC

ELEC MANHOLE

DATE

DRAWING NO. REV. 0

PROJECT MANAGER:

PREPARED FOR:

LOCATION:

GPRS UTILITY MAP

200 SPRINGS RD

TRIPLE C- THE AE GROUP

VA NEW ENGLAND HEALTHCARE SYSTEM

MATTHEW.CAERULIUS@GPRSINC.COM

MATTHEW CAERULIUS

617.655.4971

BEDFORD, MA 01730

8/30/2024

DISCLAIMER

LEGEND

FOR INFORMATION ONLY

C

U S

E R

S \A

D R

I A

N .K

O E

H N

\O N

E D

R I V

E

G P

R S

\P

R O

J E

C T

S \6

\C

A D

\6 E

X .D

G N

PURPOSES EXCEPT AS EXPRESSLY STATED HEREIN.

ANY FOR USED OR ON RELIED BE NOT MAY AND SURVEY LAND A NOT IS PDF

THIS SURVEYOR. LAND LICENSED A NOT IS GPRS SERVICES. ENGINEERING

OR SURVEYING, LAND GEOLOGICAL, GEOPHYSICAL, PROVIDE NOT DOES GPRS

5.

2.

1.

6.

FIELD WORK.

OF COMPLETION FOLLOWING EMAIL VIA SENT LETTER SUBMITTAL THE IN

COMMENTS AND MARKINGS DOCUMENT TO INTENDED IS IT FIELD.

THE IN COLLECTED DATA FROM DIRECTLY CREATED OUTPUT IS DRAWING THIS

EXCAVATION ACTIVITIES.

ALL AND ANY TO PRIOR CALLED BE TO 811 REQUIRES LAW STATE SERVICES.

CALL/811 ONE FOR REPLACEMENT A NEVER IS LOCATING UTILITY PRIVATE

https://gp-radar.com/terms-conditions

TERMS AND CONDITIONS THAT CAN BE VIEWED WITH THE LINK:

THE TO SUBJECT ARE FINDINGS ALL SITE. ON FEATURES SUBSURFACE OTHER

OR UTILITIES ALL LOCATE TO ABLE BE WILL IT GUARANTEE CANNOT GPRS 3.

IMAGERY PLACEMENT SHOULD BE CONSIDERED APPROXIMATE.

THE HOWEVER, ORDERED, IS CAD WHEN IMAGE THE ALIGN BETTER TO MADE

IS EFFORT AN FIELD. THE IN COLLECTED AS REMAIN DATA POINT AND LINE THE

WHILE INACCURATE OR OUTDATED, SHIFTED, SOMETIMES IS IMAGERY AERIAL 4.

SAN LIFTSTATION

SAN VAULT

P.I. VALVE

ELEC BOX

ELEC CABINET

ELEC MISC

ELEC PANEL

TRANSFORMER

COMM MISC

COMM POLE

SANITARY

WATER

UNKNOWN

STORM

FIRE WATER

SITE LIGHT

ELEC DUCT

ELECTRICAL

GAS

SITELIGHT

UTILITYPOLE

D= DEPTH

LINE CONTINUES

END OF INFO

SAN MANHOLE

CATCH BASIN

STRM MANHOLE

VALVE

HYDRANT

GAS METER

GAS VALVE

SCAN AREA

OBSTRUCTION

COMM

FENCE

STEAM

WTR STRUCT

UNK STRUCT

UNK DUCT

LANDSCAPE LIGHT

TRENCHDRAIN

STEAM MANHOLE

TRAF SIGN

SIGN

SEE NOTE #6 ABOVE.

THE SERVICE IS USED ON EVERY PROJECT IN ADDITION TO OUR OWN.

GPRS IS NOT AFFILIATED WITH 811 BUT DOES RECOMMEND THAT

0 40'20'

Know what'sbelow.

before you dig.Call

R

MISC POINT

This page intentionally left blank.

Proposal Cover Page Report Cover Page

VAMC EHRM Bedford, MA

Geotechnical Engineering Report

Bedford, Massachusetts

February 10, 2025 | Terracon Project No. J4245018

Prepared for:

Triple C – The A & E Group, LLC 410 East Grand Avenue, Suite 201C Laramie, WY 82070-3701

80 Tower Office Park Woburn, MA 01801 P (603) 647-9700

Terracon.com

Facilities | Environmental | Geotechnical | Materials

Report Cover Letter to Sign

February 10, 2025

Triple C – The A & E Group, LLC 410 East Grand Avenue, Suite 201C Laramie, WY 82070-3701

Attn: Mat Perkins, AIA – Vice President P: (307) 460-2054 E: Mat.perkins@triplecaeg.com

Re: Geotechnical Engineering Report VAMC EHRM Bedford, MA 200 Spring Road Bedford, Massachusetts Terracon Project No. J4245018

Dear Mr. Perkins:

We have completed the scope of Geotechnical Engineering services for the above referenced project in general accordance with Terracon Proposal No. PJ4245018 dated August 26, 2024. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations and floor slabs for the proposed project.

We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us.

Sincerely, Terracon

Ian D. Gates, EIT(NH) Scott M. Carter, P.E.

Project Engineer Geotechnical Department Manager

Geotechnical Engineering Report VAMC EHRM Bedford, MA | Bedford, Massachusetts February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials i

Table of Contents

Introduction Project Description Site Conditions Geotechnical Characterization Seismic Site Class Geotechnical Overview Earthwork

Site Preparation Existing Fill Excavation Soil Subgrade Preparation Bedrock Subgrade Preparation Fill Material Types Fill Placement and Compaction Requirements Utility Trench Backfill Grading and Drainage Earthwork Construction Considerations Construction Observation and Testing

Shallow Foundations Design Parameters – Compressive Loads Design Parameters – Overturning and Uplift Loads Construction Adjacent to Existing Building Foundation Construction Considerations Floor Slab Design Parameters Floor Slab Construction Considerations

Frost Considerations General Comments

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials ii

Figures GeoModel

Attachments

Exploration and Testing Procedures Photography Log Site Location and Exploration Plans Exploration and Laboratory Results Supporting Information

Note: This report was originally delivered in a web-based format. Blue Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section. For more interactive features, please view your project online at client.terracon.com.

Refer to each individual Attachment for a listing of contents.

http://client.terracon.com/ http://client.terracon.com/

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials 1

Introduction

This report presents the results of our subsurface exploration and Geotechnical Engineering services performed for the proposed Electronic Health Records (EHRM) Master Control Room (MCR) Building to be located on the VA Medical Center (VAMC) campus at 200 Spring Road in Bedford, Massachusetts. The purpose of these services was to provide information and geotechnical engineering recommendations relative to:

■ Subsurface soil conditions

■ Groundwater conditions

■ Seismic site classification per IBC 2024 (ASCE 7-22)

■ Site preparation and earthwork

■ Foundation design and construction

■ Floor slab design and construction

■ Frost considerations

The geotechnical engineering Scope of Services for this project included the advancement of test borings, laboratory testing, engineering analysis, and preparation of this report.

Plans showing the site and boring locations are shown on the Site Location and Exploration Plan attachments, respectively. The boring logs and laboratory results are shown in the Exploration Results attachment. We also collected photographs at the time of our field exploration program. Representative photos are provided in our Photography Log attachment.

Project Description

Our initial understanding of the project was provided in our proposal and was discussed during project planning. Our final understanding of the project conditions is provided in the following table. Terracon should be notified if any of the following information is inconsistent with the planned construction, especially the grading limits, as modifications to our recommendations may be necessary.

Item Description

Information Provided

Triple C – The A & E Group, LLC (Triple C) provided the following document:

■ Recommended Boring Location Plan

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials 2

Item Description

Project Description

The project is anticipated to include the construction of a new, single-story, EHRM MCR addition to the existing VAMC Medical Facility in Bedford, Massachusetts.

Proposed Structure

Unknown at this time but anticipated to be steel framed with masonry walls and slab-on-grade construction.

Finish Floor Elevation

Planned at elevation (El) 181.0 feet

Maximum Loads

Structural loads are not available at this time; however, based on our experience with similar sized structures, we anticipate the following structural loads:

■ Columns: 30 to 60 kips

■ Walls: 1 to 3 kips per linear foot (klf)

■ Slabs: 150 to 200 pounds per square foot (psf)

Grading/Slopes Minimal changes to existing site grades are anticipated.

Below-Grade Structures

Below grade space (i.e., basement) is not planned

Building Code Massachusetts State Building Code, 10th Edition

Site Conditions

The following description of site conditions was derived from our site visit in association with the field exploration and our review of publicly available topographic maps.

Item Description

Parcel Information

The project is located on the campus of the Veterans Affairs Medical Center (VAMC) at 200 Spring Road in Bedford, Massachusetts. The project area is located north of Building 6 at approximate coordinates 43.5060°N, 71.2758°W. See Site Location.

Existing Improvements

The hospital campus is an urban development and consists of asphalt pavement access drives/parking lots, concrete sidewalks, grass medians. The property is abutted by forestry along the entire campus perimeter.

Current Ground Cover

Grassy and/or bare soil from the removal of previous office trailers. Adjacent to the site are asphalt access drives and concrete sidewalks.

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials 3

Item Description

Existing Topography

(USGS Topographic Map)

The project area is relatively level at an approximately El 180 feet.

Geotechnical Characterization

We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting, and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of the site. Conditions observed at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results attachment and the GeoModel can be found in the Figures attachment of this report.

As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel.

Model Layer

Layer Name General Description

1 Topsoil 3 to 6 inches of topsoil, dark brown

2 Fill Silty sand with gravel, brown

3 Glacial Outwash Silty sand, trace gravel, brown, dense to very dense

1. Auger refusal, presumably on bedrock, was encountered at depths ranging from approximately 4 to 8.5 feet below existing grade.

Groundwater was not observed at the time of our exploration program. Groundwater conditions may change because of seasonal variations in rainfall, runoff, and other conditions not apparent at the time of drilling. Long-term groundwater monitoring was outside the scope of services for this project.

Seismic Site Class

A seismic survey was performed by Terracon for the new EHRM MCR Building area to measure the in-situ shear wave velocities of the subsurface, for use in determining the seismic site class in accordance with IBC 2024 (ASCE 7-22). The seismic site class

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials 4 definitions based on the weighted average of shear wave velocity in the upper 100 feet of the soil profile are presented in the IBC and are summarized below:

Site Class

Soil Profile Name Weighted Average Shear Wave

Velocity, 𝑣𝑠 (ft/s)

A Hard rock 𝑣𝑠> 5,000 ft/s

B Medium hard rock 3,000 < 𝑣𝑠 ≤ 5,000 ft/s

BC Soft rock 2,100 < 𝑣𝑠 ≤ 3,000 ft/s

C Very dense sand or hard clay 1,450 < 𝑣𝑠 ≤ 2,100 ft/s

CD Dense sand or very stiff clay 1,000 < 𝑣𝑠 ≤ 1,450 ft/s

D Medium dense sand or stiff clay 700 ≤ 𝑣𝑠 ≤ 1,000 ft/s

DE

Loose sand or medium stiff clay 500 < 𝑣𝑠 ≤ 700 ft/s

E Very loose sand or soft clay 𝑣𝑠< 500 ft/s

The results and approximate location of the seismic shear wave survey are provided in Exploration and Laboratory Results and are presented below.

Seismic Array No.

Weighted Average Shear Wave Velocity, 𝑣𝑠 (ft/s)

Site Class

Line 1 2,450 BC

Geotechnical Overview

The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings, provided that the recommendations presented in this report are implemented in the design and construction phases of this project. We have identified existing undocumented fill and relatively shallow bedrock as geotechnical conditions that may impact the proposed construction and will require particular attention in project planning, design and during construction and are discussed in greater detail in the following sections.

Existing, Undocumented Fill: Existing undocumented fill was encountered to depths ranging between approximately 4 and 7 feet below existing grades during the

February 10, 2025 | Terracon Project No. J4245018

Facilities | Environmental | Geotechnical | Materials 5 exploration program. Fill may be deeper in other areas of the site, particularly in the vicinity of existing buildings. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer and/or testing agency.

Undocumented fill can present a greater than normal risk of post-construction movement of foundations supported on or above these materials due to the potential for unsuitable materials to be present within or buried by the fill.