36C24118R0279-0007001.pdf

Addendum Number 01 Project: 4141.00 VAMC Clinical Services Building

March 28, 2019

To: Prospective Bidders

From:

WBRC ARCHITECTS ENGINEERS

30 Danforth Street

Portland, ME 04101

(207) 828-4511 www.wbrcae.com

This Addendum forms a part of the Contract Documents and modifies the original

Bidding Documents dated November 16, 2017, as noted below. Acknowledge receipt of the Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

This Addendum consists of the following:

- Drawing Changes

DRAWING CHANGES:

Relocation of Primary Electrical Service from beneath the proposed Clinical

Services Building to an alternate location leading back into the existing Hospital

Building proper. Includes new manholes and power feed from near the roadway to the existing building.

1. Sheet C504, Site Details, DELETE and REPLACE with attached sheet.

2. Sheet C507, Site Details, DELETE and REPLACE with attached sheet.

3. Sheet ES101, Site Electrical Plan, DELETE and REPLACE with attached sheet.

END OF ADDENDUM

http://www.wbrcae.com/

FINISH GRADE

CAST IRON SLEEVE

FOR USE IN

PAVED AREAS ONLY

CAST IRON CURB

BOX W/ LID & PLUG

BRONZE CURB

VALVE

EXISTING MAIN

TAPPING SLEEVE

OR TEE

(SEE PLAN)

WATER SERVICE LATERAL

(SEE PLAN FOR SIZE AND

MATERIAL)

EXISTING MAIN

TAPPING SLEEVE OR TEE

(SEE PLAN)

WATER SERVICE LATERAL

(SEE PLAN FOR SIZE AND

MATERIAL)

NEW VALVE BOX

CAST IRON COVER W/ WORD

"WATER" CAST IN DROP COVER

HOT MIX ASPHALT PAVEMENT SECTION

NEW C.I. VALVE BOX

COMPACTED GENERAL SITE FILL

COMPACTED IN 12" LIFTS NO STONE

LARGER THAN 6"

NEW GATE VALVE

NEW WATER MAIN

SAND BEDDING (6" MIN. SURROUND)

*NOTE: SAND BEDDING USED ONLY

AT VALVE LOCATION. REFER TO

TRENCH SECTION FOR TYPICAL

WATER MAIN BEDDING MATERIAL.

NEW TAPPING SLEEVE

EXISTING WATER MAIN

NEW THRUST BLOCK

V A

R I E

S

S

E E

U T

I L I T

Y

P

L A

N

Ø

BACKFILL WITH

GENERAL SITE FILL

(COMPACT IN 8" LIFTS)

NO STONE LARGER

THAN 6"

SANITARY SEWER / WATER PIPE

INITIAL BACKFILL MATERIAL

LAYER

OTHER UNDER PVMT.

LOAM & SEED

NEW HOT MIX ASPHALT

PAVEMENT SECTION

Ø

WARNING TAPE (CONTINUOUS)

UNDISTURBED NATIVE SOIL

OR COMPACTED SUBGRADE

Ø

Ø

STRUCTURAL FILL

NOTE:

1. FOR PLASTIC PIPE INITIAL BACKFILL

SHALL BE STRUCTURAL FILL; FOR DUCTILE

IRON USE NATIVE MATERIAL

2. WHEN INSTALLING NEW COPPER WATER

SERVICE, A SAND BEDDING MATERIAL

SHALL BE USED IN LIEU OF STRUCTURAL

FILL

NOTES:

1. BASED ON 100 PSI STATIC PRESSURE

PLUS A.W.W.A. WATER HAMMER

2. 4 KIPS PER SQ. FT. BEARING CAPACITY

3. ALL BEARING SURFACES TO BE CARRIED

TO UNDISTURBED GROUND

4. CONCRETE TO BE 3000 PSI MIN.

5. BLOCKS THICKNESS SHALL EQUAL PIPE

DIAMETER PLUS 4"

24" MIN.-(12")

PIPES

X

X

6"

A

A

A A

6"

X

X

BENDS

TEES

SECTION X-X CAPS

D

S

Q

C

S

Q

18"

B

B

SIZE 1/4 BENDS 1/8 BENDS TEES CAPS

A B A B

A B

C D

15"10"8"8" 8"

6" 10"8"

6"

8" 12" 12"

8" 10" 9"

12"

12" 20"

30"

16" 16"14"14"12"16"

19" 12"

SOIL TYPE: 4000 PSI

40"

21" 21"18"18"16"21"

27" 16"

COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL

NEW CONCRETE THRUST BLOCKNEW WATER LINE

11'-0"

10'-0" 6"

6X6 D17.5/D21 GR80 FLAT SHEET

(TYP. FOR TOP AND BOTTOM SLABS)

CAST A SUMP GRATE

12" X 12" X 3" SUMP

PULLING EYE AS

NEEDED

KNOCK OUT

(TYP. 4.)

FRONT VIEW SIDE VIEW

TOP VIEW

8X6 D13.3/D21 GR80 BENT SHEET

(TYP. FOR ALL WALL SECTIONS)

ADDITIONAL #5 BARS AROUND

OPENING

DESIGN NOTES:

1 - CONCRETE 5,000 PSI AT 28 DAYS.

2 - H-20 LOADING.

3 - PULLING EYES, DUCT OPENINGS, AND KNOCK OUTS

CAST IN AS REQUIRED.

4 - JOINTS SEALED WITH BUTYL RUBBER JOINT SEALANT.

AASHTO M-19.

5 - UNITED STATES FOUNDRIES MODEL #4044-B FRAME

AND COVER.

UTILITY VAULT 5' X 10'

ITEM #B-1201

WEIGHT - TOP 13,000 LBS BOTTOM 13,000 LBS

32"

39 3/4"

30"

34"

1"

1 1/2"

3/4"

6"

32" MANHOLE COVER & FRAME

(S/C 62-18300 905A-1)

CMP CO.

DIAMOND COVER DESIGN

SEAT MACHINED ON FRAME

AND COVER

WT. - 553 LBS.

SNIFFER HOLE

Ø

6" Ø

4"

Ø Ø

BACKFILL WITH

GENERAL SITE

FILL (COMPACT

IN 8" LIFTS)

ENCASE ALL CONDUITS IN

CONCRETE

WARNING TAPE (CONTINUOUS)

(8) 4"Ø SCH. 40 PVC CONDUITS

(6 ACTIVE, 2 SPARE)

OTHER UNDER PVMT.

LOAM & SEED

NEW HOT MIX ASPHALT

PAVEMENT SECTION

NOTE

SCH. 40 PVC. PROVIDE PULL WIRE

IN ALL SPARE CONDUITS.

UNDISTURBED NATIVE SOIL

OR COMPACTED SUBGRADE

Ø 4"

4"

Ø

6"

O

R

U N

D E

R

P

A V

E M

E N

T

M

I N

Ø

6"

Ø

BACKFILL WITH GENERAL SITE

FILL (COMPACT IN 8" LIFTS)

WIRE IN PVC CONDUIT. SEE SITE

PLAN FOR CONDUIT DIAMETER

COMPACTED SAND BEDDING

OTHER UNDER PVMT.

LOAM & SEED

NEW HOT MIX ASPHALT

PAVEMENT SECTION

6"

WARNING TAPE (CONTINUOUS)

UNDISTURBED NATIVE SOIL

OR COMPACTED SUBGRADE

NOTE:

UNDER AREAS TO BE PAVED, CONDUIT SHALL

BE SCH. 80 ELSEWHERE, SCH. 40. PROVIDE

PULL WIRE IN ALL CONDUITS

NEW OUTLET PIPE,

SIZE & MATERIAL

INDICATED ON

UTILITY PLAN

NOTE:

1. INSTALL INLINE DRAIN AND

GRATE PER MANUFACTURER'S

RECOMMENDATIONS.

NEW 90° PVC

ELBOW

NEW PVC RISE,

HEIGHT VARIES,

SEE UTILITY PLAN

6" COMPACTED

GRANULAR FILL

SURROUND

NEW PVC INLET DRAIN AS

MANUFACTURED BY

NYLOPLAST (SIZE AS

INDICATED ON UTILITY PLAN)

FINISH GRADE

LOAM & SEED

NEW DUCTILE IRON

DOMED GRATE (SIZED

TO MATCH DRAIN)

M

I N

Ø

6"

Ø

BACKFILL WITH NATIVE

MATERIAL OR GENERAL SITE

FILL (COMPACT IN 8" LIFTS)

NO STONE LARGER THAN 6"

NEW NATURAL GAS LINE

COMPACTED SAND BEDDING

OTHER UNDER PVMT.

TOPSOIL & SEED

NEW HOT MIX ASPHALT

PAVEMENT SECTION

6"

WARNING TAPE (CONTINUOUS)

UNDISTURBED NATIVE SOIL

OR COMPACTED STRUCTURAL

FILL

NOTE: COORD. W/ GAS COMPANY

(1) 1" SCH. 40 PVC CONDUIT

FOR COMM.

(10)

F1

NO SCALE

NEW TAPPING SLEEVE

NO SCALE

D5 NEW UNDERGROUND ELECTRICAL TRENCH (MAIN SERVICE)

NO SCALE

F5 NEW SEWER / WATER TRENCH

NO SCALE

D7 NEW UNDERGROUND ELECTRICAL TRENCH

NO SCALE

F7 NEW C.I.P. CONCRETE THRUST BLOCKS

NO SCALE

B7

NO SCALE

F3 NEW GATE VALVE

NO SCALE

B5

NO SCALE

D1 NEW PRECAST CONCRETE ELECTRICAL MANHOLE

NEW YARD DRAIN NEW GAS TRENCH

B

A

C

D

E

F

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

BANGOR, MAINE 207-947-4511

A R C H I T E C T S E N G I N E E R S

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

PORTLAND, MAINE 207-828-4511

5 6 87 9 101 2 3 4

CONSULTANT ARCHITECT/ENGINEER OF RECORD

U.S. Department of Veterans Affairs

0 CONSTRUCTION DOCUMENTS 2017.11.16

1 ADDENDUM #1 2019.03.28

CONSTRUCTION

DOCUMENTS

2017.11.16

CLINICAL SERVICES

BUILDING

718 SMYTH RD MANCHESTER, NH 03104

1E

608-314

SITE DETAILS

C504

PAM

TAR

03.28.19

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Issue Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Phase

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text Peter Vose

AutoCAD SHX Text

DESCRIPTION

PROVIDE 6" GAP IN INSULATION

1. CONCRETE: 5,000 P.S.I. AFTER 28 DAYS.

2. REINFORCING: WALLS & FLOOR 4x4 / 4x4 W.W.M.

3. 4" FLANGED PIPING AND VALVES.

4. SEE PLAN FOR SLEEVE ANGLES. SLAB TOP #5'S

@ 8" O.C.

STEPS 12" O.C.

(PVC COATED

ALUMINUM)

DISCHARGE

A A

I

N

L

E

T

PLAN

24"x36" ACCESS COVER

INLET BOOT LOCATED

AS REQUIRED,IE=SEE

PLAN

TOP OF WALL

NOTES:

NOTE: PAINT EXPOSED

CONC. AND ALUM. COVER

DK. GREEN AFTER

INSTALLATION IS

COMPLETE.

FINISH GRADE=446.5

BUTYL RUBBER

SEALANT @ JOINT

12" MIN. COMPACTED

GRAN. FILL

SECTION A-A

8"

8"

6" 6"

9'-0"

8'-0"

TYPICAL - SEE PLAN FOR

ACTUAL INLET LOCATIONS

OUTLET PIPE WITH BOOT

(SEE SECTION BELOW)

6" THK. C.I.P. CONC

WEIR WALL

WEIR WALL

(SEE SECTION BELOW)

OUTLET BOOT

LOCATED AS

REQUIRED,OE=SEE

PLAN

6'Ø WEEP AT BOTTOM

OF WEIR WALL

M

I N

ELEVATION

SECTION

C O

R N

E

P

S

T

L I N

E

P

O S

T

L I N

E

P

O S

T

POST CAP

CHAIN LINK MESH

1-1/4" DIA. CORNER BRACE

10' O.C. MAXIMUM (TYP)

V A

R I E

S

S

E E

L A

Y O

U T

P

L A

N

1/4" X 1/4"

STRETCHER BAR

W/ BANDS

DRIVE

REBAR

TEMPORARY AT GRADE

SUPPORT BASE

Ø

6" Ø

4"

Ø Ø

BACKFILL WITH

GENERAL SITE

FILL (COMPACT

IN 8" LIFTS)

ENCASE ALL CONDUITS IN

CONCRETE

WARNING TAPE (CONTINUOUS)

(4) 5"Ø SCH. 40 PVC CONDUITS

(2 ACTIVE, 2 SPARE) FOR 35KV

PRIMARY

OTHER UNDER PVMT.

LOAM & SEED

NEW HOT MIX ASPHALT

PAVEMENT SECTION

NOTE

SCH. 40 PVC. PROVIDE PULL WIRE

IN ALL SPARE CONDUITS.

UNDISTURBED NATIVE SOIL

OR COMPACTED SUBGRADE

Ø 4"

4"

Ø

6"

U N

D E

R

P

A V

E M

E N

T

(4) 4"Ø SCH. 40 PVC CONDUITS

(2 ACTIVE, 2 SPARE) FOR 5KV

ELECTRICAL

NO SCALE

F3F1

NO SCALE

NO SCALE

D3D1

NO SCALE

B1

NO SCALE

NO SCALE

F5

NO SCALE

B5

NO SCALE

D7

NO SCALE

F7

NEW STORMWATER OVERFLOW STRUCTURE

NO SCALE

B3

B

A

C

D

E

F

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

BANGOR, MAINE 207-947-4511

A R C H I T E C T S E N G I N E E R S

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

PORTLAND, MAINE 207-828-4511

5 6 87 9 101 2 3 4

CONSULTANT ARCHITECT/ENGINEER OF RECORD

U.S. Department of Veterans Affairs

0 CONSTRUCTION DOCUMENTS 2017.11.16

1 ADDENDUM #1 2019.03.28

CONSTRUCTION

DOCUMENTS

2017.11.16

CLINICAL SERVICES

BUILDING

718 SMYTH RD MANCHESTER, NH 03104

1E

608-314

SITE DETAILS

C507

PAM

TAR

~ NOT USED ~ ~ NOT USED ~ ~ NOT USED ~

~ NOT USED ~ ~ NOT USED ~ ~ NOT USED ~

~ NOT USED ~ ~ NOT USED ~

NO SCALE

B7

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

03.28.19

NEW UNDERGROUND 5KV & 35KV ELECTRICAL TRENCH

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Issue Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Phase

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text Peter Vose

AutoCAD SHX Text

DESCRIPTION

E

S D

S D

S D

S D

S D

S D

S

D

S S

S S

S S

S S

S

S

G A

S

GAS

G A

S G

A S

G A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

A

S

G

AS

G

AS

G

AS

G

A

S

G

A

S

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

GAS

GAS

GAS

GAS

GAS

GAS

GAS

SD

SD

SD

S

D

S D

S D

S D

S D

SS

SS

S

S

SS

S

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S

D

S

D

S

D

S

D

X W

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

S

S

S

S

S

S D

SD

S

D

S

D

E

E

E

E

E

E

E

E

SD

GAS GAS GAS GAS GAS

N

S

D

NW

N S

D

N U

E

N

U

E

N

U

E

N

S

S

N

S

S

N

S

D

NEW ELECTRIC

MANHOLE TIE INTO

EXISTING ELECTRICAL

SERVICE

N

U

E

NEW UNDERGROUND

ELECTRIC (TYP)

N

U

E

N

U

E

N

U

E

N

F

M

NEW ELECTRIC MANHOLE,

INTERCEPT EXISTING 35KV

PRIMARY CONDUITS.

CONDUCTORS BY

EVERSOURCE (VERIFY

WITH EVERSOURCE

NEW UNDERGROUND

ELECTRIC (5KV) (TYP)

NEW UNDERGROUND

ELECTRIC CONNECT

TO EXISTING

LIGHTING CIRCUIT

2 #10 + GND IN 1"

CONDUIT (TYP.) FOR

CIRCUIT

N

S

D

NFD

NFD

N

F

D

N F

D

C.O.

C.O.

C.O.

C.O.

C.O.

N

U

E

N

U

E

NW

N S

D

N

S

D

C.O.

C.O.

N

F

D

N S

D

N

S

D

NSD

S

D

S

D

S

D

SD

SD

S

D

S

D

E

E

E

E

E

E

E

E

E E E E E E

N

W

N

W

N

F

D

D7

C504

D1

C504

B1

C507

N

U

E

D7

C504

E E E

E

N U

S

NEW UNDERGROUND

ELECTRIC TO CLINICAL

SERVICES BUILDING

(MAIN SERVICE) TIE INTO

EXISTING ELECTRIC

MANHOLE

D5

C504

N

U

S

NEW UNDERGROUND

ELECTRIC (TYP)

D7

C504

N

U

E

N

U

E

NEW LIGHTED BOLLARD

(TYP)

D5

C502

NEW SITE LIGHT

(TYP)

D3

C502

N

G

A

S

N

G

A

S

N G

A S

N U

D

N

U

D

N

U

D

N

U

D

C.O.

C.O.

C.O.

C.O.

C.O.

C.O.

C.O.

N

S

D

N S

D

C.O.

C.O.

N

S

S

N

S

D

C.O.

C.O.

C.O.

N

U

D

C.O.

N

S

D

C.O

N

U

D

N

U

D

N

U

D

D1

C502

M

M

2 #10 + GND IN 1"

CONDUIT (TYP.

FOR CIRCUIT)

M

M

2 #10 + GND IN 1" CONDUIT

(TYP. FOR CIRCUIT)

REFER TO SHEET

E-501 FOR

CONDUCTOR

SIZES

D3

C502

(TYP.)

(TYP.)

M

E6

C502

M

P

P

P

P

P

P

P

C.O

C.O

C.O

C.O

C.O

N

S

D

N

U

E

N

G

A

S

N U

E

NEW ELECTRIC

MANHOLE

D1

C504

N

U

E

(2) SETS 3#1/0 + GND

(CU) 5KV RATED IN (2)

4"Ø CONDUITS

(2) NEW ELECTRIC

MANHOLES

D1

C504

N

U

P

(MAIN SERVICE)

N

U

S

CONTRACTOR TO HAND-DIG

TRENCH, ACTIVE HIGH

VOLTAGE LINES EXIST IN

THIS VICINITY

N

U

E

N U

P

NEW UNDERGROUND

ELECRTIC (5KV) +

UNDERGROUND PRIMARY

ELECTRIC (35KV)

B1

C507

NEW ELECTRIC MANHOLE, REROUTE

EXISTING UNDERGROUND 35KV

PRIMARY CONDUITS, CONDUCTORS TO

BE SPLICED BY EVERSOURCE (VERIFY

WITH EVERSOURCE)

D1

C504

D1

C504

UTILITY NOTES:

1. SEE NOTES E1 THROUGH U7 ON SHEET C001 FOR

ADDITIONAL UTILITY INFORMATION.

2. ALL TRENCH EXCAVATION AND BACKFILL FOR

ELECTRICAL SYSTEMS SHALL BE BY THE SITE

CONTRACTOR. CONDUIT, PULL BOXES, RISER POLES, LIGHT

BASES, ETC. SHALL BE SUPPLIED AND INSTALLED BY THE

ELECTRICAL CONTRACTOR. LIGHT BASES TO BE SET BY THE

SITE CONTRACTOR.

3. SITE CONTRACTOR TO FIELD VERIFY ALL EXISTING

UTILITIES PRIOR TO BEGINNING ANY PROPOSED WORK.

4. SEE CU301-303 FOR UTILITY PROFILE INFORMATION.

GAS SERVICE / MAIN

WATER SERVICE / MAIN

STORM DRAIN NSD

UNDERDRAIN NUD

FOOTING DRAIN NFD

SANITARY SEWER NSS

UNDERGROUND ELECTRIC NUE

CLEANOUT

UNDERGROUND PRIMARY NUP

AERIAL ELEC. / PRIMARY

UNDERGROUND SECONDARY NUS

NW

NG

STREET LIGHTING

LEGEND

EXISTING

FENCE

SANITARY SEWER MANHOLE

UTILITY POLE

SIGN

ELECTRICAL MANHOLE

FIRE HYDRANT

WATER MANHOLE

DRAIN MANHOLE

CATCH BASIN

PAVEMENT

SIDEWALK

SLOPED CURB

VERTICAL CURB

RETAINING WALL

PROPOSED

E

PUMP STATION

P

BANGOR, MAINE 207-947-4511

A R C H I T E C T S E N G I N E E R S

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

PORTLAND, MAINE 207-828-4511

CONSULTANT ARCHITECT/ENGINEER OF RECORD

U.S. Department of Veterans Affairs

0 CONSTRUCTION DOCUMENTS 2017.11.16

1 ADDENDUM #1 2019.03.28

CONSTRUCTION

DOCUMENTS

2017.11.16

CLINICAL SERVICES

BUILDING

718 SMYTH RD MANCHESTER, NH 03104

1E

608-314

SITE ELECTRICAL PLAN

ES101

PAM

TAR

PROVIDE (4) 4" CONDUITS BELOW IN CONCRETE

ENCASED DUCT BANK (4 -WAY, 2 OVER 2) IN

SUPPORT OF FUTURE ELECTRICAL UPGRADE

REFER TO PAGE 5 OF THIS DOCUMENT FOR

ISSUED SKETCH.

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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SD

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NEW DMH RIM=476.1 INV(IN)=455.66 INV(OUT)=455.16

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176' 18'' CLDI S=0.007

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14' 12'' RCP S=0.010

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8" PVC

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18'' RCP S=0.007

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58' 8'' CLDI ROOF DRAIN

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181' 8'' CLDI S=0.006

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RIM=464.7 INV(IN)=450.85 INV(OUT)=450.75

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35' 8'' PVC S=0.018

AutoCAD SHX Text 3"

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GM

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UE/UT

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UT

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SS

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SS(8")

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UE

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(CLEAN OUT)

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RIM 462.46 INV IN 450.98 INV OUT 450.97

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RIM 468.78 INV IN 462.78 INV IN 456.88 INV IN 456.88 INV OUT 456.78

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RIM 463.04

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RIM 463.38 INV IN 449.93 INV OUT 449.88

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RIM 459.93 PIPES NOT FOUND FULL OF MUD

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RIM 462.94

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RIM 462.87

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RIM 460.21 INV OUT 454.7

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RIM 461.44 INV IN 453.9 INV IN 456.8 INV IN 456.3 INV OUT 453.8

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RIM 463.43 INV IN 450.1 INV OUT 450.0

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8" VC

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8" VC

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8" VC

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CLDI

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TOP OF WATER MAIN EST=457.8±

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ST

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ST

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8" CLDI

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WV

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CONC. HDWL 12" HDPE INV.=437.5'

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SMH-6

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HH

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SMH-7

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GRANITE BLOCK (TYP. OF 3)

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DEPARTMENT OF VETERANS AFFAIRS MANCHESTER MEDICAL CENTER

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WOOD POST W/CONDUIT & (2) ELECTRIC BOXES

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RACK W/ELECTRIC BOXES

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CONCRETE VAULT W/ACCESS HATCHES

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WOODEN SPLIT RAIL FENCE

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TBM 4682A 'X' MARK IN BOLT OVER MAIN HYDRANT OUTLET ELEV.=445.87'

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TBM 4682B CHISELED SQUARE IN #80 LIGHT POLE BASE ELEV.=461.03'

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NO PARKING

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ONE WAY

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DMH-1A

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EM

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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STAMP

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FULLY SPRINKLERED

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REV

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DATE

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DESCRIPTION

AutoCAD SHX Text 03.28.19

VHAMANVOSEP

Line

I

�-820

EXISTING

ELECTRICAL

ROOM

a

STUB CONDUITS 6"

AFF IN ELEC ROOM

�--r---

CONDUITS INSTALLEED -�

UNDER 'URGENT CARE'

PROJECT BY URGENT CARE

CONTRACTOR:

(2) 4"C

(2) 2-1/2"C

(1) 2"C

(1) 1 "c

PLEASE

CONFIRM

SIDEWALK

PROVIDE (4) 4"C (EMPTY) CONCRETE

ENCASED DUCTBANK UNDER SIDEWALK

AS PART OF URGENT CARE PROJECT

AS SHOWN.

4-WAY

FUTURE MVMH-3 ----,.

PROVIDED UNDER

"REPLACE CAMPUS

SWITCHGEAR PROJECT"

SHALL BE LOCATED 6'

OFF S/W EW

1 2' OFF S/W --rii'----;�:-,t::::::::!�

STUB CONDUITS

FOR FUTURE TIE-IN

4' OFF S/W

(2) 4" TO EXISTING--�

MH E2 (PROVIDED

UNDER SEPARATE FUTURE

PROJECT)

NEW 4 4" CONDUIT UNDER SIDEWALK REQUIREMENT

SCALE: 1 • - 1 o· -o·

GENERAL NOTES:

1. PLEASE PROVIDE NEW (4) 4"C CONCRETE ENCASED DUCTBANK (2 OVER 2) FROM LOUVER AREA INSIDE ELECTRIC ROOM (AS SHOWN ABOVE). STUB RGS CONDUITS 6" AFF IN ELEC ROOM AND CAP FOR FUTURE

USE.

2. INSTALL DUCTBANK ON EASTSIDE OF SIDEWALK, SWEEP AND STUB-OUT 4' OFF S/W AS SHOWN.

II

I I

I I I I

3. DIMENSIONS ARE SHOWN SO AS TO LOCATE NEW (4) 4"C DUCTBANK AS ACCURATELY AS POSSIBLE FOR EASE OF FUTURE TIE-IN INTO FUTURE MEDIUM VOLTAGE MANHOLE (MH INSTALLED UNDER D&K'S "REPLACE

CAMPUS SWITCHGEAR PROJECT".

0 10' 20'

GRAPHIC SCALE

1" = 10'-Q"

ENGINEERING •PLANNING•

MANAGEMENT• DEVELOPMENT

97 PARK ST.

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

www.dubois-king.com

RANDOLPH, VT

SOUTH BURLINGTON, VT

BRANDON, VT

LACONIA, NH

BEDFORD.NH

Q Copyrighl 2018 Dubois & King Inc.

z w 0:::

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w 0:::

02.26.2018

Scale

1" = 10'

Drawn Check

SRM RFK

Project N,mbec 523349

SHEET NUMBER

SK103