(B) Specs Part 6.pdf

PDF 37 MB Posted Jul 10, 2024

Attached to: Electric Vehicle Charging Station Design & Installation, Naval Station Newport
Solicitation number: 6021480
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jul 10, 2024

This document appears to be the specifications (Part 6) for a federal contract opportunity related to the design and construction of electric vehicle charging stations at Naval Station Newport. The solicitation, identified as #6021480, is for the "Electric Vehicle Charging Station Design & Installation, Naval Station Newport" project. The scope includes site improvements, electrical infrastructure, and Level 2 EV charging facilities to support the government's initiative to lower emissions. The base contract covers the full design for three buildings and construction for one building, with options for additional construction at two other buildings. This opportunity is limited to contractors under the MACC contracts N40085-21-D-0052 through N40085-21-D-0057 and N40085-21-D-0066. The project is being procured by the Department of the Navy Naval Facilities Engineering Command.

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ELECTRIC VEHICLE CHARGING STATIONS – BA63, B1, & BA9 1795224

CODDINGTON COVE, NEWPORT, RI

Part 6 Attachments

REFERENCE INFORMATION

BLDG 1

CONCEPT PLAN

PARKING – EXISTING CONDITIONS – CAD

COMBINED UTILITIES

BLDG PHOTOS

BLDG FLOORPLANS

BLDG A63

CONCEPT PLAN

PARKING – EXISTING CONDITIONS

COMBINED UTILITIES – GRX

BLDG PHOTOS

BLDG FLOORPLANS

SUPPLEMENTAL BLDG PHOTOS

SUPPLEMENTAL REFERENCE PLANS

BLDG A9

CONCEPT PLAN

PARKING – EXISTING CONDITIONS – CAD

COMBINED UTILITIES

BLDG PHOTOS

BLDG FLOORPLANS

SUPPLEMENTAL BLDG PHOTOS

SUPPLEMENTAL REFERENCE PLANS

BLDG HAZMAT ASBESTOS/LEAD

CHARGEPOINT REFERENCE INFO

PAVEMENT MARKINGS

NAVSTA SOIL MANAGEMENT PLAN

NAVSTA ENVIRONMENTAL PROJECT REVIEW SHEET – EV

CHECKLIST NAVSTA ENVIRONMENTAL MEMOS FOR EV CHECKLIST

ELECTRIC VEHICLE CHARGING FACILITIES DESIGN GUIDANCE

PART 6 - BLDG 1 INFORMATION

INCLUDES:

CONCEPT PLAN

SCALED PARKING PLAN

UTILITIES - ALL

EXTERIOR BUILDING PHOTOS

FLOORPLANS

NEW

MANHOLE

2-5" PVC - CONCRETE

ENCASED WITH

PRIMARY CONDUCTORS

MINIMUM 300 KVA

S.S.TRANSFORMER

PADMOUNT NEMA 4X

S.S. ENCLOSURE WITH

PANEL BOARD AND

ELEC DISTRIBTUTION

TO EV CHARGING

STATIONS (10 EACH)

2-5" CONCRETE

ENCASED PVC

CONDUITS

WITH PRIMARY

CONDUCTORS

NEW HANDHOLE WITH SECONDARY

CONDUITS (W/SPARES) & CONDUCTORS.

2-5" PVC

CONCRETE

ENCASED TO

EXISTING

HANDHOLE

EXISTING

MANHOLE

MH4555E

EXISTING

HANDHOLE

HATCHING DELINEATES THE GRAVEL PARKING

AREAS TO BE REPLACED WITH NEW BITUMINOUS

PAVEMENT. LOCATIONS OF ADJACENT LID

FEATURES SHALL BE DETERMINED DURING DESIGN.

HATCHING DELINEATES AREAS THAT REQUIRE

MILLING AND PAVING AS PART OF THIS PROJECT.

BLDG 1 - CONCEPT PLAN

N O

P R

E L

R Y

N A

V A

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Scale: 1"=20'

1CC SITE PLAN

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XFR

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XFR

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XFR

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1CC

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

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SCALE:

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CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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1CC PARKING & UTILITIES

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AS-SHOWN

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PUBLIC WORKS DEPARTMENT - NEWPORT

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NAVAL STATION - NEWPORT, RI

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NAVAL STATION NEWPORT, RI

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NEWPORT, RI

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NAVAL STATION NEWPORT

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MM/DD/YY

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AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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SCALE: 1"= 20'

roberta.regan Contractor

B1 EAST

B1 NORTH

B1 SOUTH

BLDG 1 WEST

Highlight

B_1 WEST ALT. VIEW

BLDG_1 WEST ALT. VIEW

2013 - Reid Planning Note: UOM is INCH for Adobe measuring tool

Scale: GRAPHIC

BUILDING 1CC - SECOND FLOOR PLAN1

10' 20'

PART 6 - BLDG A63 INFORMATION

CONCEPT PLAN

SCALED PARKING PLAN

UTILITIES - ALL COMBINED

EXTERIOR BUILDING PHOTOS

FLOORPLANS

INTERIOR BUILDING PHOTOS - ELEC

A63 PARKING LOT AS-BUILTS

A63 ELECTRICAL PLANS - PARTIAL

ELECTRICAL

ROOM

MIN. 225KVA TRANSFORMER - FEED FROM

EXISTING TRANSFORMER - MIN. 2-5" PVC

CONCRETE ENCASED CONDUITS WITH PRIMARY

CONDUCTORS TO EXISTING TRANSFORMER

PADMOUNT NEMA 4X S.S. ENCLOSURE WITH PANEL BOARD, CONDUITS (W/SPARES),

& SECONDARY CONDUCTORS TO FEED ALL EV STATIONS (6 EACH).

APPROXIMATE LOCATION OF

EXISTING PRIMARY MANHOLE

BLDG A63 - CONCEPT PLAN

FEED A63 NORTH EV

CHARGERS FROM A63

ELECTRICAL ROOM.

EXISTING CONDUITS

TO TRANSFORMERHANDHOLE W/ ELEC

DISTRIBUTION

(W/SPARES) TO

TRANSFORMER AND

PANELBOARD

HANDHOLE W/ ELECTRIC

DISTRIBUTION TO EV

STATIONS (2 EACH)

CONDUITS (W/SPARES)

AND CONDUCTORS

EXISTING

TRANSFORMER

P R

E L

R Y

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A N

Scale: 1"=30'

A63 SITE PLAN

AutoCAD SHX Text S

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XFR

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XFR

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XFR

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AutoCAD SHX Text A63

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DEPARTMENT OF THE NAVY

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SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 07 AUG 2018

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

A63 PARKING & UTILITIES

AutoCAD SHX Text

AS-SHOWN

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT - NEWPORT

AutoCAD SHX Text

NAVAL STATION - NEWPORT, RI

AutoCAD SHX Text

NAVAL STATION NEWPORT, RI

AutoCAD SHX Text

NEWPORT, RI

AutoCAD SHX Text

NAVAL STATION NEWPORT

AutoCAD SHX Text

MM/DD/YY

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

SCALE: 1"= 30'

A63 EAST

A63 NORTH

A63 SOUTH

A63 WEST

BUILDING A63 - FIRST FLOOR PLAN1

10' 20'

BUILDING A63 - SECOND FLOOR PLAN1

10' 20'

BUILDING A63 - MEZZANINE PLAN1

10' 20'

NOT TO SCALENOT TO SCALE

SITE LOCUS MAP

REPLACE PARKING LOT

BUILDING A-63

NAVAL STATION NEWPORT

NEWPORT, RHODE ISLAND

DRAWING LIST

GENERAL

G-001 COVER SHEET

CIVIL

C-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

C-101 EXISTING CONDITIONS PLAN 1 OF 2

C-102 EXISTING CONDITIONS PLAN 2 OF 2

C-103 DEMOLITION PLAN 1 OF 2

C-104 DEMOLITION PLAN 2 OF 2

C-105 SITE LAYOUT PLAN 1 OF 2

C-106 SITE LAYOUT PLAN 2 OF 2

C-107 DRAINAGE SYSTEM PLAN 1 OF 2

C-108 DRAINAGE SYSTEM PLAN 2 OF 2

C-109 GRADING PLAN 1 OF 2

C-110 GRADING PLAN 2 OF 2

C-111 PAVING PLAN 1 OF 2

C-112 PAVING PLAN 2 OF 2

C-113 EROSION CONTROL PLAN 1 OF 2

C-114 EROSION CONTROL PLAN 2 OF 2

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

G-001

VICINITY MAP LOCATION MAP

SCALE: NONE SCALE: NONE

NONONOTNONONNOTNOTNOTOOOOOOOOOOOT OTOT OOTOTOTOTOTOTOTOTTTTTTTTT TTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTT TTTTTTTTTOTOTTTTTTTTTTTO STO STTTTTTTOTTTTOTOTOTO CALECALECALEALEALEALEALELEELEEEEEEEEEEEEENONONONONONNONONOOOOOOOOOOTOOTOOOOOOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT TTTTTOTTO STO STTTTTTTTTOOO CALECALECALELELELELELEELEEEEEEEEEEE SISSSSSISISSSSSSSSSSISISSSSSSSSSSSSSSISISSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSISSISSSISSISSSSISSSSISSSSSSSSSSSSSISISISSSSSSSSSSSISSSSSSSISSSSISSSSISSSSSSSSSISSSSSSSISSSSISSSSSSISSSISSSSSSSSSSSSSSSISSSSISSISISSSSSISSSSSSISSSSSISSSISISSISISSSSSISSSSSSSSIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITETETETTTETETETETETTETTTETTETETETTTTETTTTTTETTTTTTTETTTTTETTTETTETETTTTTETTETTTETTTTTTETETETETETETTTTTTTTTTTTETTETTTTTTTTETTETETTTTTTTTTTETETTTETTTTTETETETETETTTTTTTTTTTTTTTTTTTETTETETETETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTETTTTTTTTTTTTTTETETTTTETTTETEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLOCOCOCOOCOOOCOOOOOOOOOOOCOOOCOCOCOOOOCOOCOOOOOOOOOOOOOOOOOOCOOOOOOCOOOOOOOOOOOOOOCOCOOOCOOCOOOOOOCOCOCOOCOOOOOOCOCOCOCOCOCOCOOOOOOCOCOCOCOCOOOOOOOOCOCOCOCOCOOOOOOOCOCOCOCOOOOOOOOCOOOOOOOOOOOOOOOCOCOCOCOCOOCOCOCOOCOCOCOCOOOCOCOOCOCOOOOOCOCOCOOOOOOOOOOOOCOOOCOOOOCOOCOOCOCOCOCOOOOCOCOCOOOOOOOCOOOOCOCOCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUSUUSUSUUSUUSUSUUSUSUSUSUSUSUUSUUSUUUUUSUSUSUSUSUSUSUSUUSUSUSUUSUSUSUUSUUUSUSUUSUSUUUUUUSUUSUUUUSUSUUUSUUUSUSUUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAPAAPAPAPAPAAAAAAAAPAAAAPAAAAAAPAAPAAAAPAAAAAAAAAAAAAAAAAAAPAPAAAAAPAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAPAAAAAAAAAAPAAAAPAPAAAAAAAAPAAAAAPAAPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

SITE LOCATION

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

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C O

M M

A N

AS-BUILT CONDITIONS

WATERMARK

C-001

1. "CONTRACTOR" TERM REFERENCED HEREIN REFERS TO THE GENERAL CONTRACTOR AND

SUBCONTRACTORS.

2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND ADHERE TO THE PROJECT DRAWINGS,

SPECIFICATIONS, AND STATEMENT OF WORK PREPARED BY WATERMARK.

3. THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

AND U. S. ARMY CORPS OF ENGINEERS (USACE) SAFETY AND HEALTH REQUIREMENTS EM

385-1-1 SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES. ALL CONTRACTORS SHALL BE

RESPONSIBLE FOR THE HEALTH AND SAFETY OF THEIR EMPLOYEES WHILE WORKING ON

THE SITE. ALL EMPLOYEES SHALL BE FAMILIAR WITH THE ACCIDENT PREVENTION PLAN

(APP) AND THE ACTIVITY HAZARD ANALYSIS (AHA) FOR THEIR SPECIFIC SCOPE OF WORK.

4. THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION WORKERS HAVE THE PROPER

PERSONAL PROTECTIVE EQUIPMENT FOR THEIR SCOPE OF WORK. AT A MINIMUM, ALL

CONSTRUCTION WORKERS MUST WEAR SAFETY VESTS, HARD HATS, SAFETY GLASSES,

STEEL-TOE BOOTS, AND LONG PANTS AT ALL TIMES.

5. ALL DEMOLITION ACTIVITIES MUST BE COORDINATED WITH THE OWNER REQUIREMENTS

FOR THE TEMPORARY SHUT DOWN OF ANY UTILITY AND THE PROPER CUT, CAP, AND MAKE

SAFE PROCEDURES OUTLINED IN THE SPECIFICATIONS. NO SERVICE MAY BE INTERRUPTED

WITHOUT PRIOR APPROVAL AND PROPER ADVANCE NOTIFICATION. DIG PERMITS REQUIRE

AT LEAST 15 CALENDAR DAYS ADVANCE NOTICE TO THE CONTRACTING OFFICER.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION LAYOUT OF THEIR WORK.

7. THE CONTRACTOR SHALL INSPECT THE WORK AREA BEFORE AND AFTER THE EXECUTION

OF WORK TO ENSURE THAT THE PRECONSTRUCTION CONDITIONS ARE ACCEPTABLE FOR

THE TASK TO BE PERFORMED AND THAT THE WORK AREA IS LEFT IN A SAFE CONDITION AT

THE END OF THE WORK OR WORK DAY. ANY LATENT OR UNFORESEEN CONDITIONS SHALL

BE BROUGHT TO THE ATTENTION OF WATERMARK IMMEDIATELY.

8. THE TEMPORARY STORAGE OF ALL CONSTRUCTION MATERIALS AND SUPPLIES MUST MEET

ALL APPLICABLE LAWS, CODES, AND REGULATIONS. THERE SHALL BE NO STORAGE OF

HAZARDOUS MATERIALS WITHIN 100 FEET OF A WETLAND OR DOWNSLOPE OF A DRAINAGE

STRUCTURE.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION OF RECORD DRAWINGS OF

THEIR WORK. THE LOCATION AND, IF REQUIRED, ELEVATION OF MATERIALS INSTALLED

SHALL BE CLEARLY DOCUMENTED PRIOR TO THE WORK BEING BACKFILLED, COVERED,

OBSTRUCTED, OR CONCEALED.

10. THE CONTRACTOR MUST COMPLY WITH THE “BUY AMERICAN ACT”.

11. ALL WORK MUST STOP DURING THE “NATIONAL ANTHEM” WHICH OCCURS AT 0800 EVERY

DAY. THIS WILL BE STRICTLY ENFORCED.

12. THE CONTRACTOR SHALL USE THE TEMPORARY SANITARY FACILITIES PROVIDED ON THE

CONSTRUCTION SITE.

13. THE CONTRACTOR SHALL USE THE DESIGNATED PARKING AREAS FOR PERSONAL

VEHICLES. ALL PERSONAL VEHICLES MUST BE REMOVED AT THE END OF EACH WORK DAY.

14. THE SMOKING OF TOBACCO PRODUCTS IS RESTRICTED TO DESIGNATED AREAS ONLY.

15. "PROVIDE" AS REFERENCED HEREIN MEANS "FURNISH AND INSTALL".

16. "OWNER" TERM REFERENCED HEREIN REFERS TO THE NAVY.

17. HAZARDOUS MATERIALS DISTURBED BY CONSTRUCTION WORK ACTIVITIES INCLUDING BUT

NOT LIMITED TO SOIL NATURALLY CONTAINING ARSENIC SHALL BE MANAGED IN

ACCORDANCE WITH THE SPECIFICATIONS AND ALL FEDERAL, STATE, AND LOCAL LAWS AND

REGULATIONS.

18. REFER TO THE PROJECT SPECIFICATIONS FOR PARTICULAR MATERIAL REQUIREMENTS AND

INSTALLATION PROCEDURES.

EXISTING LEGEND: PROPOSED LEGEND: GENERAL NOTES:

REMOVE AND DISPOSE (U.N.O.)

HANDICAP PARKING

BOLLARD

SIGN (SINGLE POSTED)

PILLAR

CATCH BASIN

SEWER MANHOLE AT

ABOVE FINISHED FLOOR

ADMINISTRATION

ALUMINUM

APPROXIMATE

BITUMINOUS

BOTTOM CURB

BOARD

BOLT OVER MAIN OUTLET

CIVIL

CATCH BASIN

CONCRETE CURB

CAST IRON

CONCRETE MASONRY UNIT

COULD NOT OBSERVE

COMMUNICATIONS

CONCRETE

CORRUGATED PLASTIC PIPE

CONCRETE RETAINING WALL

DEMOLITION

DIAMETER

DIMENSION

DOWN

DRAWING

EACH

ELECTRICAL

ELEVATION

EDGE OF CONCRETE

EDGE OF GRAVEL

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EXISTING

EXPANSION

FIRE DEPARTMENT CONNECTION

FINISH FLOOR ELEVATION

FINISH

FOOT

HIGH DENSITY POLYETHYLENE

HIGH POINT

HANDICAP

HORIZONTAL

HEIGHT

INVERT

JOINT

LANDSCAPED AREA

LIGHT WEIGHT

MASONRY OPENING

MAGNETIC NAIL

MAXIMUM

MECHANICAL

METAL

MINIMUM

NO PIPE VISIBLE

ON CENTER

OVERHEAD WIRES

OPENING

POST INDICATOR VALVE

PRESSURE TREATED

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

ROOF DRAIN

RELOCATED ROOF DRAIN

SQUARE FEET

SIMILAR

SEWER MANHOLE

STAINLESS STEEL

STOP LINE

STORAGE

STRUCTURE

SINGLE YELLOW LINE

TEMPORARY BENCH MARK

TOP CURB

TRAVERSE

TYPICAL

UNLESS NOTED OTHERWISE

UTILITY POLE

VERTICAL CONCRETE CURB

VERTICAL GRANITE CURB

VERIFY IN FIELD

WOOD RETAINING WALL

WITH

A.F.F.

ADMIN.

ALUM.

APPROX.

BIT.

BD.

BOMO

C-

CMU

CNO

COMM.

CONC.

CPP

CRW

DEMO

DIA.

DIM.

DWG.

EA.

ELEC.

ELEV.

EOC

EOG

EOP

EQ.

EQUIP.

EXIST.

EXP.

FDC

FFE.

FIN.

FT.

HDPE

H.P.

HC/H.C.

HORIZ.

HT.

INV.

JT.

LSA

LT. WT.

M.O.

MAG

MAX.

MECH.

MET.

MIN.

NPV

O.C.

OHW

OPNG.

PIV

P.T.

PVC

RCP

R.D.

R.R.D.

SF.

SIM.

SMH

STL.

STOR.

STR.

SYL

TBM

TRAV

TYP.

U.N.O.

VCC

VGC

VIF

WRW

ABBREVIATIONS

ELECTRIC METER

GAS METER

FIRE HYDRANT

UTILITY POLE

UTILITY POLE WITH LIGHT

UTILITY POLE WITH LIGHT AND RISER

DECIDUOUS TREE

SHRUB

ROCK

GUY POLE

ROOF DRAIN

LANDSCAPED AREA

DRAIN LINED

SPOT GRADE

25 CONTOUR LINE

SEWER LINE

DRAIN LINE

WATER LINE

GAS LINE

CHAIN LINK FENCE

WOOD FENCE

UNDERGROUND CABLE

OVERHEAD WIRES

TREE LINE

S S D D W W

G G

X X

C C

OHW OHW

INTERMEDIATE CONTOURS

INDEX CONTOURS

E E UNDERGROUND ELECTRIC

UTILITY WITH RISER AND TRANSFORMER

LIGHT POLE

POST

CONIFEROUS TREE

UNKNOWN LINEU U

POST INDICATOR VALVE

STUMP

GAS VALVE

WATER GATE

ELECTRIC HANDHOLE

ELECTRIC BOX

7 NUMBER OF PARKING STALLS

SAFETY FENCE

HAYBALES

24.25

DOOR

2"CHERRY

DMH

RIM= 16.25

INV.1=12.25

INV.2=12.25

DEPTH=12.25

DMH

RIM= 16.17

INV.1=9.37

INV.2=10.27

INV.3=9.37

SMH

RIM= 24.68

INV.1=22.48

INV.2=22.48

DEPTH=22.48SMH

RIM= 24.28

INV.1=21.73

INV.2=22.63

INV.3=21.73

DEPTH=21.73

SMH

RIM= 25.00

INV.1=20.08

INV.2=20.03

INV.3=20.50

DEPTH=20.03

SMH

RIM= 24.78

INV.1=12.88

INV.2=18.28

INV.3=12.98

INV.4=15.18

INV.5=16.08

CB-3

RIM= 24.60

DEPTH=16.39

INV.1=18.44

INV.2=20.39

CB-2

RIM= 25.00

DEPTH=18.46

INV.1=21.01

INV.2=20.81

RIM= 28.31

DEPTH=25.01

INV.1=25.01

RIM= 29.11

DEPTH=26.16

INV.1=NPV

FULL OF DEBRIS

RIM= 24.40

DEPTH=23.10

INV.1=NPV

FULL OF DEBRIS

CB-1

RIM= 23.57

DEPTH=14.57

INV.1=14.67

INV.2=18.92

RIM= 13.26

DEPTH=8.86

INV.1=10.91

RIM= 13.41

DEPTH=10.11

INV.1=10.11

INV.2=10.11

RIM= 13.36

DEPTH=9.36

INV.1=9.86

INV.2=9.66

INV.3=11.01

CB-5

RIM= 23.57

DEPTH=16.57

INV.1=17.07

INV.2=17.17

INV.3=17.17

TBM B

EL=31.07'

FLAT NAIL

SET IN UP

40'

AIL

UP NO #

UP #110

UP NO #

UP #286

UP N

FDC

FDCFDC

FFE=25.23'

FFE=25.24'

FFE=28.09'

FFE=25.35'

FFE=25.13'

FFE=25.05'

FFE=25.15'

FFE=2

FFE=25.18'

FFE=25.12'

FFE=25.22'

FFE=25.12'

12"RCP

15"RCP

8"RCP

6"CLAY

8"RCP

15"RCP

12"RCP

6"PVC

12"HDPE

8"CLAY

12"CLAY1

15"CLAY

30"PVC

5 4

30"CLAY

6"PVC

8"CLAY

6"PVC

2 3

8"CLAY

6"PVC

8"PVC

24 26

26 27

16 17 18 19 20

212019

LOADING DOCK

PROPANE

TANK

EOP

OOD DEC

STEPS

EOP

BIT.

PARKING

BIT.

PARKING

GRAVEL/

BROKEN PAVEMENT

EOC

RR TRACKS

VGC

CONC. PLANTER

EOP

CONC.

PAD

EOP

CRW

CONC.

PAD

COMM.

PIT

COMM.

PIT

GARAGE

BUILDING A63

EOG

SYL

STL

UP NO #

FFE=25.25' VIF

VGC

POST (TYP)

U U

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-101

NOTES:

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. EXISTING CONDITIONS SHOWN HEREON FROM AN ON THE GROUND

SURVEY CONDUCTED BY WSP ON APRIL 10, 2014.

3. THE HORIZONTAL DATUM IS RHODE ISLAND STATE PLANE NAD 83

(1986 ADJUSTMENT) AND THE VERTICAL DATUM IS NAVD 88.

4. VERIFY ON-SITE UTILITIES AND HAVE THEM MARKED OUT BY A UTILITY

LOCATOR SERVICE PRIOR TO THE START OF CONSTRUCTION. WHERE

EXISTING PIPING, UTILITIES, OIL AND GAS LINES, AND UNDERGROUND

OBSTRUCTIONS OF ANY TYPE THAT ARE TO REMAIN ARE INDICATED IN

LOCATIONS TO BE TRAVERSED BY NEW PIPING, DUCTS, AND OTHER WORK

PROVIDED HEREIN, AND SUCH ARE NOT INDICATED OR SPECIFIED TO BE

REMOVED, THE ELEVATIONS OF THE EXISTING UTILITIES AND

OBSTRUCTIONS SHALL BE DETERMINED BEFORE THE NEW WORK IS LAID

CLOSER THAN THE NEAREST MANHOLE OR OTHER STRUCTURE AT WHICH

AN ADJUSTMENT IN GRADE COULD BE MADE. OBTAIN REQUIRED DIG

PERMITS AND NOTIFY THE CONTRACTING OFFICER 21 CALENDAR DAYS

PRIOR TO ANY EXCAVATION. CONTACT NATIONAL DIG SAFE 1-888-344-7233.

A NAVSTA PWD DIGSAFE PERMIT MUST ALSO BE FILED PRIOR TO

EXCAVATION.

5. INVERT AND DEPTH DATA SHOWN PRESENTED AS ELEVATIONS.

www.wspgroup.com 155 Main Dunstable Rd. Suites 120 & 125 Nashua, NH 03060 603.595.7900

AR 16

2"CHERRY

DMH

RIM= 16.68

INV.1=10.28

INV.2=10.28

INV.3=10.38

DEPTH=10.28

DMH

RIM= 28.16

INV.1=21.46

INV.2=21.66

INV.3=ABANDONED

DEPTH=21.46

DMH

RIM= 29.16

INV.1=CNO

INV.2=21.86

INV.3=21.76

DEPTH=21.36

DMH

RIM= 16.17

INV.1=9.37

INV.2=10.27

INV.3=9.37

DMH

RIM= 15.80

INV.1=8.35

INV.2=8.35

INV.3=8.35

SMH

RIM= 24.68

INV.1=22.48

INV.2=22.48

DEPTH=22.48SMH

RIM= 24.28

INV.1=21.73

INV.2=22.63

INV.3=21.73

DEPTH=21.73

RIM= 29.08

DEPTH=19.08

INV.1=24.58

INV.2=22.28

INV.3=24.58

INV.4=22.08

INV

RIM= 13.36

DEPTH=9.36

INV.1=9.86

INV.2=9.66

INV.3=11.01

CB-11

RIM= 14.62

DEPTH=8.52

INV.1=10.17

INV.2=10.07

CB-10

RIM= 15.60

DEPTH=9.45

INV.1=9.50

INV.2=9.45

CB-9

RIM= 16.21

DEPTH=8.76

INV.1=9.21

INV.2=12.51

CB-8

RIM= 18.62

DEPTH=8.72

INV.1=9.17

INV.2=11.92

INV.3=14.02

CB-7

RIM= 18.38

DEPTH=9.38

INV.1=13.53

INV.2=14.71

CB-6

RIM= 22.66

DEPTH=14.96

INV.1=15.06

INV.2=17.16

CB-5

RIM= 23.57

DEPTH=16.57

INV.1=17.07

INV.2=17.17

INV.3=17.17

CB-4

RIM= 24.05

DEPTH=15.55

INV.1=17.35

INV.2=17.45

INV.3=NPV

TBM A

EL=31.82'

CHISELED SQUARE

ON CONC. BASE

TBM D

EL=21.51'

FLAT NAIL

SET IN UP

RIM= 13.36

DEPTH=10.91

INV.1=11.31

INV.2=11.11

INV.3=11.41

UP NO #

UP #284

UP #83

UP #282

UP #281

FDC

FDCFDC

FDC

FFE=25.23'

FFE=25.24'

FFE=25.05'

FFE=25.15'

FFE=25.28'

FFE=25.18'

FFE=25.12'

FFE=25.22'

FFE=25.20'

FFE=25.26'

FFE=25.23'

FFE=25.12'

8"RCP

6"CLAY

8"RCP

6"CLAY

10"RCP

10"CI

12"RCP

RCP

18"RCP

12"RCP

15"RCP

4"PVC

18"HDPE

4"PVC

"CLA

24"CLAY

1 2

33"RCP

33"RCP33"RCP

33"RCP

4"PVC

36"HDPE

36"HDPE1

8"PVC

19 20

EOC

CONC.

PAD

CONC.

PAD

PROPANE

TANK

EOC

CONC. PAD

/ TRANSFORMER

CRW

EOP

OOD DECK

STEPS

BROKEN PAVEMENTGRAVEL

BIT.

PARKING

VGC

EOP

CONC. PLANTER

COMM.

PIT

CONC.

PADSTEPS

CRW

BUILDING A63

CODDINGTON WAY

EOG

SYL

STL

24"

U U

VAULT

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-102

NOTES:

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. EXISTING CONDITIONS SHOWN HEREON FROM AN ON THE GROUND

SURVEY CONDUCTED BY WSP ON APRIL 10, 2014.

3. THE HORIZONTAL DATUM IS RHODE ISLAND STATE PLANE NAD 83

(1986 ADJUSTMENT) AND THE VERTICAL DATUM IS NAVD 88.

4. VERIFY ON-SITE UTILITIES AND HAVE THEM MARKED OUT BY A UTILITY

LOCATOR SERVICE PRIOR TO THE START OF CONSTRUCTION. WHERE

EXISTING PIPING, UTILITIES, OIL AND GAS LINES, AND UNDERGROUND

OBSTRUCTIONS OF ANY TYPE THAT ARE TO REMAIN ARE INDICATED IN

LOCATIONS TO BE TRAVERSED BY NEW PIPING, DUCTS, AND OTHER WORK

PROVIDED HEREIN, AND SUCH ARE NOT INDICATED OR SPECIFIED TO BE

REMOVED, THE ELEVATIONS OF THE EXISTING UTILITIES AND

OBSTRUCTIONS SHALL BE DETERMINED BEFORE THE NEW WORK IS LAID

CLOSER THAN THE NEAREST MANHOLE OR OTHER STRUCTURE AT WHICH

AN ADJUSTMENT IN GRADE COULD BE MADE. OBTAIN REQUIRED DIG

PERMITS AND NOTIFY THE CONTRACTING OFFICER 21 CALENDAR DAYS

PRIOR TO ANY EXCAVATION. CONTACT NATIONAL DIG SAFE 1-888-344-7233.

A NAVSTA PWD DIGSAFE PERMIT MUST ALSO BE FILED PRIOR TO

EXCAVATION.

www.wspgroup.com 155 Main Dunstable Rd. Suites 120 & 125 Nashua, NH 03060 603.595.7900

RIM= 16.25

INV.1=12.25

INV.2=12.25

DEPTH=12.25

DMH

RIM= 16.17

INV.1=9.37

INV.2=10.27

INV.3=9.37

SMH

RIM= 24.68

INV.1=22.48

INV.2=22.48

DEPTH=22.48SMH

RIM= 24.28

INV.1=21.73

INV.2=22.63

INV.3=21.73

DEPTH=21.73

SMH

RIM= 25.00

INV.1=20.08

INV.2=20.03

INV.3=20.50

DEPTH=20.03

SMH

RIM= 24.78

INV.1=12.88

INV.2=18.28

INV.3=12.98

INV.4=15.18

INV.5=16.08

CB-3

RIM= 24.60

DEPTH=16.39

INV.1=18.44

INV.2=20.39

CB-2

RIM= 25.00

DEPTH=18.46

INV.1=21.01

INV.2=20.81

RIM= 28.31

DEPTH=25.01

INV.1=25.01

RIM= 29.11

DEPTH=26.16

INV.1=NPV

FULL OF DEBRIS

RIM= 24.40

DEPTH=23.10

INV.1=NPV

FULL OF DEBRIS

CB-1

RIM= 23.57

DEPTH=14.57

INV.1=14.67

INV.2=18.92

RIM= 13.26

DEPTH=8.86

INV.1=10.91

RIM= 13.41

DEPTH=10.11

INV.1=10.11

INV.2=10.11

RIM= 13.36

DEPTH=9.36

INV.1=9.86

INV.2=9.66

INV.3=11.01

CB-5

RIM= 23.57

DEPTH=16.57

INV.1=17.07

INV.2=17.17

INV.3=17.17

TBM B

EL=31.07'

FLAT NAIL

SET IN UP

TBM C

EL=16.40'

FLAT NAIL

SET IN UP

UP NO #

UP #110

UP NO #

UP #286

UP N

FDC

FDCFDC

FFE=25.23'

FFE=25.24'

FFE=28.09'

FFE=25.35'

FFE=25.13'

FFE=25.05'

FFE=25.15'

FFE=25

FFE=25.18'

FFE=25.12'

FFE=25.22'

FFE=25.12'

12"RCP

15"RCP

8"RCP

6"CLAY

8"RCP

15"RCP

12"RCP

6"PVC

12"HDPE

8"CLAY

12"CLAY1

15"CLAY

30"PVC

5 4

30"CLAY

6"PVC

8"CLAY

6"PVC

2 3

8"CLAY

6"PVC

8"PVC

24 26

26 27

16 17 18 19 20

212019

LOADING DOCK

PROPANE

TANK

EOP

OOD DECK

STEPS

EOP

BIT.

PARKING

BIT.

PARKING

GRAVEL/

BROKEN PAVEMENT

EOC

RR TRACKS

VGC

CONC. PLANTER

EOP

CONC.

PAD

EOP

CRW

CONC.

PAD

COMM.

PIT

COMM.

PIT

GARAGE

BUILDING A63

EOG

SYL

STL

UP NO #

FFE=25.25' VIF

VGC

POST (TYP)

U U

GZ-1GZ-1

SEE NOTE 201 TYP OF 305

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-103

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

2. ITEMS TO REMAIN INCLUDE CONCRETE PADS, UTILITIES, HYDRANTS,

POSTS, BOLLARDS, FUEL STORAGE TANK, AND WOOD RETAINING WALL.

U.N.O.

KEYNOTES:

01 SAW-CUT PAVEMENT.

02 PULVERIZE AND BLEND BITUMINOUS CONCRETE PAVEMENT INTO

GRAVEL BASE AND STOCKPILE.

03 REMOVE TOPSOIL AND STOCKPILE.

04 REMOVE AND DISPOSE OF RAILROAD TRACKS.

05 REMOVE AND DISPOSE OF POSTS.

AR 16

2"CHERRY

DMH

RIM= 16.68

INV.1=10.28

INV.2=10.28

INV.3=10.38

DEPTH=10.28

DMH

RIM= 28.16

INV.1=21.46

INV.2=21.66

INV.3=ABANDONED

DEPTH=21.46

DMH

RIM= 29.16

INV.1=CNO

INV.2=21.86

INV.3=21.76

DEPTH=21.36

DMH

RIM= 16.17

INV.1=9.37

INV.2=10.27

INV.3=9.37

DMH

RIM= 15.80

INV.1=8.35

INV.2=8.35

INV.3=8.35

SMH

RIM= 24.68

INV.1=22.48

INV.2=22.48

DEPTH=22.48SMH

RIM= 24.28

INV.1=21.73

INV.2=22.63

INV.3=21.73

DEPTH=21.73

INV.2=20.03

INV.3=20.50

DEPTH=20.03

RIM= 29.08

DEPTH=19.08

INV.1=24.58

INV.2=22.28

INV.3=24.58

INV.4=22.08

CB-3

RIM= 24.60

DEPTH=16.39

INV.1=18.44

INV.2=20.39

INV.1=21.01

INV.2=20.81

INV.2=10.1

RIM= 13.36

DEPTH=9.36

INV.1=9.86

INV.2=9.66

INV.3=11.01

CB-11

RIM= 14.62

DEPTH=8.52

INV.1=10.17

INV.2=10.07

CB-10

RIM= 15.60

DEPTH=9.45

INV.1=9.50

INV.2=9.45

CB-9

RIM= 16.21

DEPTH=8.76

INV.1=9.21

INV.2=12.51

CB-8

RIM= 18.62

DEPTH=8.72

INV.1=9.17

INV.2=11.92

INV.3=14.02

CB-7

RIM= 18.38

DEPTH=9.38

INV.1=13.53

INV.2=14.71

CB-6

RIM= 22.66

DEPTH=14.96

INV.1=15.06

INV.2=17.16

CB-5

RIM= 23.57

DEPTH=16.57

INV.1=17.07

INV.2=17.17

INV.3=17.17

CB-4

RIM= 24.05

DEPTH=15.55

INV.1=17.35

INV.2=17.45

INV.3=NPV

TBM A

EL=31.82'

CHISELED SQUARE

ON CONC. BASE

TBM D

EL=21.51'

FLAT NAIL

SET IN UP

RIM= 13.36

DEPTH=10.91

INV.1=11.31

INV.2=11.11

INV.3=11.41

UP NO #

UP #284

UP #83

UP #282

UP #281

FDC

FDCFDC

FDC

FFE=25.23'

FFE=25.24'

E=28.09'

FFE=25.35'

FFE=25.13'

FFE=25.05'

FFE=25.15'

FFE=25.28'

FFE=25.18'

FFE=25.12'

FFE=25.22'

FFE=25.20'

FFE=25.26'

FFE=25.23'

FFE=25.12'

8"RCP

6"CLAY

8"RCP

6"CLAY

10"RCP

10"CI

12"RCP

RCP

18"RCP

12"RCP

15"RCP

4"PVC

18"HDPE

4"PVC

"CLA

24"CLAY

1 2

33"RCP

33"RCP33"RCP

33"RCP

4"PVC

36"HDPE

36"HDPE1

8"PVC

19 20

EOC

CONC.

PAD

CONC.

PAD

PROPANE

TANK

EOC

CONC. PAD

/ TRANSFORMER

CRW

EOP

OOD DECK

STEPS

BROKEN PAVEMENTGRAVEL

BIT.

PARKING

VGC

EOP

CONC. PLANTER

CONC.

PAD

COMM.

PIT

CONC.

PADSTEPS

CRW

BUILDING A63

CODDINGTON WAY

EOG

SYL

STL

24"

=25.25' VIF

U U

VAULT

GZ-7GZ-7

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-104

KEYNOTES:

01 SAW-CUT PAVEMENT.

02 PULVERIZE AND BLEND BITUMINOUS CONCRETE PAVEMENT INTO

GRAVEL BASE AND STOCKPILE.

03 REMOVE CONCRETE BLOCKS AND STOCKPILE OFF SITE PER BASE

DIRECTION.

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

2. ITEMS TO REMAIN INCLUDE CONCRETE PADS, UTILITIES, HYDRANTS,

POSTS, BOLLARDS, PROPANE TANK, AC UNIT, PIV'S, AND

TRANSFORMER U.N.O.

UP NO #

UP #110

UP NO #

UP #286

FDC

LOADING DOCK

PROPANE

TANK

EOP

W O

STEPS

VGC

CONC. PLANTER

EOP

CONC.

PAD

EOP

CRW

CONC.

PAD

COMM.

PIT

COMM.

PIT

GARAGE

BUILDING A63

EOG

SYL

STL

UP NO #

VGC

GZ-1

GZ-1 3

9.0' TYP

18.0'

TYP

18.0'

TYP

9.0' TYP

18.0'

TYP

18.0'

TYP

20.0'

TYP

10.0' TYP

24.0'

MIN

27.9'

163.8' CURB

9.0' TYP

25.0'

(24.0' MIN)

.0'

R3.0'

.4'

' M

9.0' TYP

.0'

18.0'

TYP

9.0' TYP

24.

MIN

R12.0'

MAINTAIN EXISTING PAVED EDGE

8.0' TYP

5.0' TYP

18.0'

TYP

16.8'

4.3'

25.6'

12.0'

9.0' TYP

18.0'

TYP

STORMWATER

RETENTION

SYSTEM NO. 1

6.0'

TYP

26.5'

6.0' 42.8'

18.5'

22.0'

39.6'

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-105

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

KEYNOTES:

01 PROVIDE PAINTED MARKING (DETAIL B2, SHEET C-501).

02 PROVIDE BOLLARD WITH HANDICAP PARKING SIGNS (3) (DETAIL B5, SHEET

C-503).

03 PROVIDE CONCRETE CURB (DETAIL C4, SHEET C-501).

04 PROVIDE PRE-CAST CONCRETE WHEEL STOPS.

05 PROVIDE BITUMINOUS CONCRETE PAVEMENT (SEE SHEETS C-111 AND

C-112).

06 PROVIDE BOLLARD (4). (SEE DETAIL B3, SHEET C-503)

AR 16

2"CHERRY

UP NO #

UP #284

UP #83

UP #282

UP #281

FDCFDC

FDC

EOC

CONC.

PAD

EOC

OOD DECK

STEPS

VGC

CONC. PLANTER

CONC.

PADSTEPS

CRW

CODDINGTON WAY

GZ-7

MAINTAIN EXISTING PAVED EDGE

20.0'

TYP

10.0' TYP

20.0'

TYP

.0'

10.0' TYP

.0'

10.0' TYP

.0'

10.0' TYP

20.0'

TYP

40.0'

GATE AND FENCE

.9'

' M

5.0'

STORMWATER

RETENTION

SYSTEM NO. 2

24.0'

MIN

69.6'

18.5'6.0'

6.0' TYP

43.9'

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-106

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

2. REPAIR RETAINING WALL BY REMOVING AND REPLACING LOOSE

CONCRETE, LARGE CRACKS (GREATER THAN 1

16") SHALL BE ROUTED AND

REPAIRED WITH AN INJECTED REPAIR ADHESIVE IN ACCORDANCE WITH

THE REPAIR ADHESIVE MANUFACTURERS RECOMMENDATIONS, THE

WEEP HOLES CLEANED OF DEBRIS, AND THE EXPOSED SURFACE OF THE

WALL PREPARED AND COATED WITH A PAINT PRODUCT SPECIFICALLY

FOR CONCRETE WALLS IN ACCORDANCE WITH THE PAINT

MANUFACTURERS RECOMMENDATIONS.

KEYNOTES:

01 PROVIDE PAINTED MARKING (DETAIL B2, SHEET C-501)

02 REPAIR FENCE AND GATE OR REPLACE IN KIND.

03 PROVIDE PRE-CAST CONCRETE WHEEL STOPS.

04 PROVIDE BOLLARD (2). (SEE DETAIL B3, SHEET C-503)

05 PROVIDE BITUMINOUS CONCRETE PAVEMENT (SEE SHEETS C-111 AND

C-112).

06 REPAIR RETAINING WALL. (SEE NOTE 2)

RIM= 16.25

INV.1=12.25

INV.2=12.25

DEPTH=12.25

DMH

RIM= 16.17

INV.1=9.37

INV.2=10.27

3 9 37

CB-3

RIM= 24.60

DEPTH=16.39

INV.1=18.44

INV.2=20.39

CB-2

RIM= 25.00

DEPTH=18.46

INV.1=21.01

INV.2=20.81

RIM= 28.31

DEPTH=25.01

INV.1=25.01

RIM= 29.11

DEPTH=26.16

INV.1=NPV

FULL OF DEBRIS

RIM= 24.40

DEPTH=23.10

INV.1=NPV

FULL OF DEBRIS

CB-1

RIM= 23.57

DEPTH=14.57

INV.1=14.67

INV.2=18.92

RIM= 13.26

DEPTH=8.86

INV.1=10.91

RIM= 13.41

DEPTH=10.11

INV.1=10.11

INV.2=10.11

RIM= 13.36

DEPTH=9.36

INV.1=9.86

INV.2=9.66

INV.3=11.01

CB-5

RIM= 23.57

DEPTH=16.57

INV.1=17.07

INV.2=17.17

INV 3=17.17

UP NO #

UP #110

UP NO #

UP #286

FDC

12"RCP

15"RCP

8"RCP

6"CLAY

8"RCP

15"RC

12"RCP

6"PVC

12"HDPE

8"CLAY

12"CLAY1

15"CLAY

LOADING DOCK

PROPANE

TANK

EOP

OOD

STEPS

VGC

CONC. PLANTER

EOP

CONC.

PAD

EOP

CRW

CONC.

PAD

COMM.

PIT

COMM.

PIT

GARAGE

BUILDING A63

EOG

SYL

STL

UP NO #

VGC

U U

D D

GZ-1

D D

GZ-1

1 2

71.2'

32.8'

R E

C E

P A

R K

L O

T B

G A

-6

N A

V A

S E

N G

E R

C O

M M

A N

PLAN

NORTH

C-107

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

KEYNOTES:

01 PROVIDE CB-1: RIM = 24.00, INV 1 = 20.70, INV 2 = 20.90 (DETAIL A4, SHEET

C-501).

02 PROVIDE 12" ADS N12 PIPE: L= 5.0', S=0.02.

03 PROVIDE DMH-1: REMOVE EXISTING CB-1 GRATE AND PROVIDE MANHOLE

COVER, RIM = 24.15, INV 1 = 20.70, INV 2 = 18.92 (EXISTING), INV 3 = 14.67

(EXISTING). (DETAIL A2, SHEET C-501)

04 PROVIDE 10" ADS N12 PIPE: L= 5.0', S=0.02.

05 PROVIDE WQU-1: RIM 1 = 24.10, RIM 2 = 24.20, INV IN = 20.60, INV OUT =

20.40 (DETAIL C4, SHEET C-502).

06 PROVIDE 10" ADS N12 PIPE: L= 5.0', S=0.02.

07 PROVIDE RETENTION GALLERY 1: (DETAIL C2, SHEET C-502).

08 PROVIDE RIM AND GRATE ELEVATION ADJUSTMENT: RIM = 25.00.

24.2'

PHASE 1 - SEE SHEET C-107

PHASE 2

PHASE 1 - SEE SHEET C-107

PHASE 2

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C-108

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

KEYNOTES:

01 PROVIDE DMH-2: RIM = 25.10, INV 1 = 17.30, INV 2 = 21.28, INV 3 = 17.30,

WEIR WALL EL = 20.60 (DETAIL A3, SHEET C-501).

02 PROVIDE 10" ADS N12 PIPE: L= 5.0', S=0.02.

03 PROVIDE WQU-1: RIM 1 = 25.00, RIM 2 = 25.75, INV IN = 21.18, INV OUT =

21.01 (DETAIL C4, SHEET C-502).

04 PROVIDE 10" ADS N12 PIPE: L= 5.0', S=0.02.

05 PROVIDE RETENTION GALLERY 2: (DETAIL C2, SHEET C-502).

06 PROVIDE RIM AND GRATE ELEVATION ADJUSTMENT: RIM = 25.00.

07 PROVIDE RIM AND GRATE ELEVATION ADJUSTMENT: RIM = 23.10.

08 PROVIDE RIM AND GRATE ELEVATION ADJUSTMENT: RIM = 24.50.

MATCH EXISTING GRADE

TC 25.30

BC 24.80

TC 24.50

BC 24.00

TC 25.65

BC 25.15

MATCH EXISTING GRADE

25.00

24.90

25.25

25.35

25.25

25.12

SLOPE = 0.85%

SLOPE = 1.75%

SLO

PE =

0.8 0%

SLOPE = 1.00%

SLOPE = 1.40%

SLOPE = 0.50%

E = 0

.12

OPE

1.8

SLO

PE = 1.0

OPE

0.3

SLOPE = 7.10%

E = 0

.55

SLOPE = 1.00%

25.25

SLOPE = 1.00%

SLOPE = 0.50%

SLOPE = 0.38%

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C-109

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

2. MATCH EXISTING GRADE AT BUILDING FACE AND DOORWAYS UNLESS

OTHERWISE NOTED.

25.25

SLOPE = 1.00%

25.25

SLOPE = 1.00%

SLO

PE = 0

.56

1.0 0%

OPE

1.3

SLOPE = 4.55%

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C-110

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

2. MATCH EXISTING GRADE AT BUILDING FACE AND DOORWAYS UNLESS

OTHERWISE NOTED.

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C-111

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

KEYNOTES:

01 PROVIDE BITUMINOUS CONCRETE PAVEMENT (DETAIL B3, SHEET C-501)

02 NOT USED.

03 PROVIDE 4" OF TOPSOIL AND GRASS SEED (DETAIL B1, SHEET C-503)

LEGEND:

BITUMINOUS CONCRETE PAVEMENT

TOPSOIL AND GRASS SEED

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C-112

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

KEYNOTES:

01 PROVIDE BITUMINOUS CONCRETE PAVEMENT

(DETAIL B3, SHEET C-501)

LEGEND:

BITUMINOUS CONCRETE PAVEMENT

TOPSOIL AND GRASS SEED

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C-113

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

EROSION CONTROL NOTES:

1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED

PRIOR TO ANY CONSTRUCTION ON THE SITE.

2. INLET PROTECTION SHALL BE PLACED IN ALL AREAS AS SHOWN AND IN

ANY OTHER AREAS AS DETERMINED NECESSARY DURING CONSTRUCTION.

3. ALL SOIL STOCKPILES SHALL HAVE EROSION CONTROL MEASURES

AROUND THEIR EDGES AT ALL TIMES. SOIL STOCKPILES SHALL BE

COVERED WITH FASTENED TARPAULIN SHEETS.

INSPECTION AND MAINTENANCE NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT WHICH

ERODES FROM THE SITE AND TO REMOVE SEDIMENT OR DEBRIS THAT

ENTERS ANY EXISTING DRAINAGE SYSTEM TO INCLUDE CATCH BASIN

SUMPS, PIPE LINES, MANHOLES, AND DITCHES.

2. CONTRACTOR PERSONNEL MUST INSPECT THE CONSTRUCTION SITE AT

LEAST EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL OF

0.5 INCHES OR MORE.

3. DURING CONSTRUCTION THE CONTRACTOR SHALL INSPECT THE

ADJACENT PAVED DRIVEWAYS AND SWEEP AS NECESSARY.

4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES

AND DEVICES THROUGHOUT CONSTRUCTION. ANY EROSION CONTROL

DEVICES FOUND TO NO LONGER BE SERVICEABLE SHALL BE REMOVED

AND REPLACED. ALL ACCUMULATED SEDIMENTS MUST BE REMOVED

WHEN DEPOSITS REACH NO MORE THAN ONE HALF THE HEIGHT OF THE

SILT BARRIER.

5. A STOCKPILE OF SILT FENCE AND HAY BALES SHALL BE KEPT ON-SITE IN

ORDER TO BE ABLE TO IMMEDIATELY RESPOND TO ISSUES WHICH MIGHT

DEVELOP DURING CONSTRUCTION.

KEYNOTES:

01 PROVIDE INLET PROTECTION (SEE DETAIL B4 ON SHEET C-503).

02 PROVIDE HAYBALES (SEE DETAIL C2 ON SHEET C-503).

03 PROVIDE SAFETY FENCE (SEE DETAIL A2 ON SHEET C-503).

C-114

NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS, LEGEND AND NOTES.

EROSION CONTROL NOTES:

1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED

PRIOR TO ANY CONSTRUCTION ON THE SITE.

2. INLET PROTECTION SHALL BE PLACED IN ALL AREAS AS SHOWN AND IN

ANY OTHER AREAS AS DETERMINED NECESSARY DURING CONSTRUCTION.

3. ALL SOIL STOCKPILES SHALL HAVE EROSION CONTROL MEASURES

AROUND THEIR EDGES AT ALL TIMES. SOIL STOCKPILES SHALL BE

COVERED WITH FASTENED TARPAULIN SHEETS.

INSPECTION AND MAINTENANCE NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT WHICH

ERODES FROM THE SITE AND TO REMOVE SEDIMENT OR DEBRIS THAT

ENTERS ANY EXISTING DRAINAGE SYSTEM TO INCLUDE CATCH BASIN

SUMPS, PIPE LINES, MANHOLES, AND DITCHES.

2. CONTRACTOR PERSONNEL MUST INSPECT THE CONSTRUCTION SITE AT

LEAST EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL OF

0.5 INCHES OR MORE.

3. DURING CONSTRUCTION THE CONTRACTOR SHALL INSPECT THE

ADJACENT PAVED DRIVEWAYS AND SWEEP AS NECESSARY.

4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES

AND DEVICES THROUGHOUT CONSTRUCTION. ANY EROSION CONTROL

DEVICES FOUND TO NO LONGER BE SERVICEABLE SHALL BE REMOVED

AND REPLACED. ALL ACCUMULATED SEDIMENTS MUST BE REMOVED

WHEN DEPOSITS REACH NO MORE THAN ONE HALF THE HEIGHT OF THE

SILT BARRIER.

5. A STOCKPILE OF SILT FENCE AND HAY BALES SHALL BE KEPT ON-SITE IN

ORDER TO BE ABLE TO IMMEDIATELY RESPOND TO ISSUES WHICH MIGHT

DEVELOP DURING CONSTRUCTION.

KEYNOTES:

01 PROVIDE INLET PROTECTION (SEE DETAIL A3 ON SHEET C-503).

02 PROVIDE HAYBALES (SEE DETAIL C2 ON SHEET C-503).

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NOTE: PROVIDE MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.

12"

MAX

FINISH GRADE

COMMON FILLMAGNETIC

IDENTIFICATION

TAPE

12"

MAX

4" - 6" SAND BEDDING

6" R

FINISHED GRADE

6" 3500 PSI CEMENT CONCRETE

LIMITS

4000 PSI (MIN.) CEMENT

CONCRETE

REINFORCEMENT

(2) - #3 REBARS, GRADE 60.

48"

5" MI

CAST IRON FRAME AND GRATE PER

RHODE ISLAND DEPARTMENT OF

TRANSPORTATION BLUE BOOK

STANDARD SPECIFICATIONS

DETAIL 6.3.0.

MORTARED JOINT (TYP)

6" THICK COMPACTED

GRAVEL BASE

NOTES FOR PRE-CAST CONCRETE

STRUCTURES:

1. CONCRETE: AIR ENTRAINED 3,000 PSI

MINIMUM AFTER 28 DAYS.

2. REINFORCING STEEL CONFORMS TO

LATEST ASTM A185 SPEC. 0.12 SQ.

IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH

WAYS) BASE BOTTOM.

3. H-20 DESIGN LOADING PER AASHTO

HS-20-44; ASTM C478 SPEC FOR PRE-CAST

REINFORCED CONCRETE MANHOLE

SECTIONS.

4. PER RHODE ISLAND DEPARTMENT OF

TRANSPORTATION BLUE BOOK STANDARD

SPECIFICATIONS DETAIL 4.2.0.

A S

24" 8"

MORTARED JOINT

(TYP)

OIL/TRASH HOOD PER

RHODE ISLAND

DEPARTMENT OF

TRANSPORTATION

SPECIFICATIONS SECTION

708.03.2

BRICKS MAY BE USED

FOR GRADE

ADJUSTMENTS. FRAME

TO BE SET IN FULL BED

OF MORTAR.

OUTLET

.5"

S Q

" S

MIN

8' 8'

SEE DETAIL C2 SHEET C-501

4" WIDE PAINTED LINE (TYP)

CENTERLINE OF

PARKING SPACE

CURB LINE OR END

OF PARKING SPACE

25 12 "

12" GRID

R=5

"R=18

20"

12"

18"

10"

TYP

4'- 0"

6'- 0"

12"

4'- 6"

45°

AS NOTED

° 90°

4" 4"

3500 PSI CEMENT CONCRETE

L T

EXISTING CATCH BASIN STRUCTURE

CAST IRON FRAME AND COVER

PER RHODE ISLAND DEPARTMENT

OF TRANSPORTATION BLUE BOOK

STANDARD SPECIFICATIONS

DETAIL 4.2.0.

12" PIPE FROM CB-1

12" WIDE PAINTED LINE (TYP)

45°AS

D 30"

7.3

4.0

4.83'

L T

24" FR GRATE

WEIR WALL

WEIR WALL MONOLITHIC WITH

PRE-CAST CONCRETE BASE

SECTION.

EXIST PIPE 15" (INLET) INV = 17.30

25.10 RIM

PRE-CAST CONCRETE MANHOLE

STRUCTURE PER RHODE ISLAND

DEPARTMENT OF

TRANSPORTATION BLUE BOOK

STANDARD SPECIFICATIONS

DETAIL 4.2.0.

15" ID / 18"OD CONCRETE PIPE

10" ADS TO WQU #2

15" ID / 18" OD - * FIELD

VERIFICATION

BITUMINOUS PAVEMENT BASE

COURSE 1 1/2" FOR HEAVY DUTY

(CATEGORY III)

1 1/2" BITUMINOUS PAVEMENT

SURFACE COURSE

9" COMPACTED BLENDED BASE COURSE.

BLEND EXISTING BITUMINOUS LAYER INTO

EXISTING GRAVEL BASE TO ACHIEVE A 9"

BLENDED BASE COURSE. GRADE AS SHOWN.

COMPACT PER SPECIFICATION.

COMPACTED SUBGRADE

CONSISTING OF ORDINARY FILL

AS NEEDED.

C-501

C-502

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OPERATION AND MAINTENANCE OF RETENTION SYSTEM:

1. GENERAL

1.1. MAINTAINING A CLEAN AND OBSTRUCTION-FREE RETENTION/DETENTION SYSTEM HELPS TO ENSURE THE SYSTEM

PERFORMS THE INTENDED FUNCTION OF THE PRIMARY DESIGN. BUILD UP OF DEBRIS MAY OBSTRUCT FLOW THROUGH THE LATERALS IN A RETENTION SYSTEM OR BLOCK THE ENTRANCEWAY OF THE OUTLET PIPE IN A DETENTION SYSTEM. THIS MAY RESULT IN INEFFECTIVE OPERATION OR COMPLETE FAILURE OF THE SYSTEM.

ADDITIONALLY, SURROUNDING AREAS MAY POTENTIALLY RUN THE RISK OF DAMAGE DUE TO FLOODING OR OTHER

SIMILAR ISSUES.

2. INSPECTION/MAINTENANCE FREQUENCY

2.1. ALL RETENTION/DETENTION SYSTEMS MUST BE CLEANED AND MAINTAINED. UNDERGROUND SYSTEMS MAY BE

MAINTAINED MORE COST EFFECTIVELY IF THESE SIMPLE GUIDELINES ARE FOLLOWED. INSPECTION SHOULD BE PERFORMED AT A MINIMUM OF ONCE PER YEAR. CLEANING SHOULD BE DONE AT THE DISCRETION OF INDIVIDUALS RESPONSIBLE TO MAINTAIN PROPER STORAGE AND FLOW. WHILE MAINTENANCE CAN GENERALLY BE PERFORMED

YEAR ROUND, IT SHOULD BE SCHEDULED DURING A RELATIVELY DRY SEASON.

3. PRE-INSPECTION

3.1. A POST-INSTALLATION INSPECTION SHOULD BE PERFORMED TO ALLOW THE OWNER TO MEASURE THE INVERT PRIOR

TO ACCUMULATION OF SEDIMENT. THIS SURVEY WILL ALLOW THE MONITORING OF SEDIMENT BUILD-UP WITHOUT REQUIRING ACCESS TO THE RETENTION/DETENTION SYSTEM. THE FOLLOWING IS THE RECOMMENDED PROCEDURE

FOR PRE-INSPECTIONS:

3.1.1. LOCATE THE RISER SECTION OR CLEANOUTS OF THE RETENTION/DETENTION SYSTEM. THE RISER WILL TYPICALLY BE 24” IN DIAMETER OR LARGER AND THE CLEANOUTS ARE USUALLY 4”, 6” OR 8” IN DIAMETER.

3.1.2. REMOVE THE LID OF THE RISER OR CLEAN OUTS.

3.1.3. INSERT A MEASURING DEVICE INTO THE OPENING AND MAKE NOTE TO A POINT OF REFERENCE ON THE STICK

OR STRING. (THIS IS DONE SO THAT SEDIMENT BUILD UP CAN BE DETERMINED IN THE FUTURE WITHOUT

HAVING TO ENTER THE SYSTEM.)

4. INSPECTION/MAINTENANCE

4.1. A RETENTION/DETENTION SYSTEM SHOULD BE INSPECTED AT A MINIMUM OF ONE TIME A YEAR OR AFTER MAJOR RAIN EVENTS IF NECESSARY. THE FOLLOWING IS THE RECOMMENDED PROCEDURE TO INSPECT SYSTEM IN

SERVICE:

4.1.1. LOCATE THE RISER SECTION OF THE RETENTION/DETENTION SYSTEM. THE RISER WILL TYPICALLY BE 24” IN

DIAMETER OR LARGER.

4.1.2. REMOVE THE LID FROM THE RISER, TEST AND VENTILATE.

4.1.3. MEASURE THE SEDIMENT BUILDUP AT EACH RISER AND CLEANOUT LOCATION. ONLY CERTIFIED CONFINED

SPACE ENTRY PERSONNEL HAVING APPROPRIATE EQUIPMENT SHOULD BE PERMITTED TO ENTER THE

RETENTION/DETENTION SYSTEM.

4.1.4. INSPECT EACH MANIFOLD, ALL LATERALS, AND OUTLET PIPES FOR SEDIMENT BUILD UP, OBSTRUCTIONS, OR

OTHER PROBLEMS. OBSTRUCTIONS SHOULD BE REMOVED AT THIS TIME.

4.1.5. IF MEASURED SEDIMENT BUILD UP IS BETWEEN 5% - 20% OF THE PIPE DIAMETER, CLEANING SHOULD BE CONSIDERED; IF SEDIMENT BUILD UP EXCEEDS 20%, CLEANING SHOULD BE PERFORMED AT THE EARLIEST OPPORTUNITY. A THOROUGH CLEANING OF THE SYSTEM (MANIFOLDS AND LATERALS) SHALL BE PERFORMED

BY EITHER MANUAL METHODS OR BY A VACUUM TRUCK.

6' O.C.

FINISHED GRADE

SECURE FENCE WITH 6" NYLON CABLE TIES

(3 PER STAKE - EVENLY SPACED)

6' X 1 1/4" METAL "T" POST DRIVEN

20" MIN. BELOW FINISHED GRADE.

48" SAF6 HIGH DENSITY ORANGE

POLYETHYLENE SAFETY FENCE.

4" MIN. EMBEDMENT

18"-24"

IN GROUND

FLOW

PER BALE

OR STAKES

TWO REBARS

SILT FENCE

OAK STAKES

AS NOTED TO NEXT BOLLARD AS NOTED TO NEXT BOLLARD

3.5

2'-0" MIN.

0.5' TYP

3500 PSI CEMENT CONCRETE FOUNDATION

4.0

CONCRETE FILLED 6" SCH 40

GALVANIZED STEEL PIPE BOLLARD.

PAINT TRAFFIC YELLOW WITH TWO (2)

COATS OF EXTERIOR GRADE EPOXY

PAINT.

SLOPED TO DRAIN

CROWNED TO DRAIN

FINISHED

GRADE

FINISHED

GRADE

3.5

2'-0" MIN.

0.5' TYP

3500 PSI CEMENT CONCRETE FOUNDATION

4.0

CONCRETE FILLED 6" SCH 40

GALVANIZED STEEL PIPE BOLLARD.

PAINT TRAFFIC YELLOW WITH TWO (2)

COATS OF EXTERIOR GRADE EPOXY

PAINT.

SLOPED TO DRAIN

CROWNED TO DRAIN

FINISHED

GRADE

FINISHED

GRADE

REFER TO DETAIL A1,

SHEET C-501.

2 38" O.D. GALVANIZED STEEL

SIGN POST.

DEPTH IN ACCORDANCE WITH NAVAL STATION NEWPORT SOIL MANAGEMENT PLAN.

PROVIDE LOCAL NATIVE SEED MIX.

4.5 ' M

" Ø U

6.5' MINIMUM FOR 36" Ø UNIT

WATER QUALITY UNIT INSTALLATION NOTES:

1. INSTALL WATER QUALITY UNIT IN ACCORDANCE WITH THE MANUFACTURERS

RECOMMENDATIONS.

2. AVOID EXCESSIVE GROUND WATER IN THE TRENCH DE-WATER AS NECESSARY.

3. PROVIDE SHEETING OR SHORING AS REQUIRED. MAXIMUM COVER HEIGHT

MEASURED FROM THE TOP OF THE UNIT TO FINAL GRADE SHALL NOT EXCEED 8

FEET.

4. MODIFIED TRENCH BOTTOM REQUIRED IF SOFT OR ROCK MATERIAL IS FOUND.

5. UTILIZE CARE WHEN LOWERING UNIT INTO THE TRENCH. HANDLE USING NYLON

SLINGS AND TWO PICK POINTS. DO NOT USE SLINGS AROUND RISERS.

6. PLACE BACKFILL AROUND THE UNIT IN UNIFORM 8"-12" LIFTS, COMPACTED.

7. WHEN THE UNIT CONSISTS OF 2 SECTIONS, PLACE THE DOWNSTREAM SECTION

FIRST. PROPERLY LUBE THE BELL AND SPIGOT. CONNECT AND HOME THE

REMAINING SECTIONS.

8. CONTINUE BACKFILLING TO 12" ABOVE WATER QUALITY UNIT.

9. FILL UNIT WITH WATER TO THE TOP OF THE SEDIMENT WEIR PLATE ONCE BACKFILL

IS PLACED AND COMPACTED TO 12" ABOVE THE UNIT.

10. FOR NON-TRAFFIC LOADING: H = 12" COVER FOR 36", 42", AND 48" UNITS MEASURED

FROM THE TOP OF THE PIPE TO THE BOTTOM OF BITUMINOUS PAVEMENT OR TOP

OF RIGID PAVEMENT. H = 24" COVER FOR 60" PIPE.

11. FOR TRAFFIC LOADING H = 24" COVER FOR 36", 42", 48", AND 60" MEASURED FROM

THE TOP OF THE PIPE TO THE BOTTOM OF BITUMINOUS PAVEMENT OR TOP OF

RIGID PAVEMENT.

0.5 0 B

I M

" A

FINISHED GRADE

ACCESS RISER

STORM WATER QUALITY UNIT, INLET SIDE

SET STORM WATER

QUALITY UNIT ON

LINE AND LEVEL

UNDISTURBED EARTH (TYP)

FINISHED GRADE

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C-503

CONCEPT PLAN

SCALED PARKING PLAN

UTILITIES - ALL COMBINED

EXTERIOR BUILDING PHOTOS

FLOORPLANS

INTERIOR BUILDING PHOTOS (EXISTING COND.)

ARCHITECTURAL DRAWING - JOISTS/HIGHBAY

PRIOR HAZMAT SURVEY - ASBESTOS

PRIOR HAZMAT SURVEY - LEAD

PART 6 - BLDG A9 INFORMATION

MAIN ELECTRICAL

SWITCHBOARD

APPROXIMATE LOCATION OF

EXISTING EV PANELBOARD CC1

HANDHOLE W/ SECONDARY

ELECTRIC DISTRIBUTION FOR

EV CHARGE STATIONS

EXISTING CHARGING STATION - TO BE

REFED

CONCRETE ENCASED

CONDUITS (W/SPARES)

AND CONDUCTORS

BLDG A9 - CONCEPT PLAN

APPROXIMATE LOCATION OF

EXISTING EV PANELBOARD PP1

P R

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Scale: 1"=30'

A9 SITE PLAN

AutoCAD SHX Text S

AutoCAD SHX Text

GEN

AutoCAD SHX Text W

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XFR

AutoCAD SHX Text

XFR

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XFR

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XFR

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XFR

AutoCAD SHX Text

XFR

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XFR

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XFR

AutoCAD SHX Text U195

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7CC

AutoCAD SHX Text 7A

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AutoCAD SHX Text A9

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7CC

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

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SCALE:

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CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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CHK

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ACTIVITY

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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A9 PARKING & UTILITIES

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AS-SHOWN

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PUBLIC WORKS DEPARTMENT - NEWPORT

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NAVAL STATION - NEWPORT, RI

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NAVAL STATION NEWPORT, RI

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NEWPORT, RI

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MM/DD/YY

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SCALE: 1"= 30'

A9 EAST

A9 NORTH

A9 SOUTH

A9 WEST

BUILDING A9 - MEZZANINE FLOOR PLAN1

10' 20'

REFEED EXISTING CHARGER

REMOVE EXISTING INDOOR CHARGER

REUSE EXISTING PANEL CC1

SITE VIEW

EXISTING CONDUITS TO CHARGER

EXISTING CONDUITS BETWEEN PANELS

EXISTING TRANSFORMER AND PANEL

FEEDING CC1

EXISTING TRANSFORMER FEEDING CC1

EXISTING PANEL PP

1 Mar 2022

TO: OCCUPANTS OF BUILDING A9

FROM: NAVFAC ASBESTOS PROGRAM MANAGER

RE: NOTIFICATION OF THE PRESENCE OF ASBESTOS-CONTAINING MATERIALS

To all occupants, visitors, and contractors, This notification is being furnished to inform building occupants about the presence of asbestos-containing materials (ACM) in this building and to provide the information to assist in avoiding any unintentional contact with the ACM; to ensure that appropriate precautionary measures are taken before disturbing any ACM; and to assist in making appropriate disclosures.

The Public Works Department selected this building to be surveyed for the presence of ACM. The results of the survey concluded that ACM is present in this building.

ACM does not pose a significant health risk to building occupants unless the ACM is damaged; therefore, it is imperative that ACM identified in this building remains undisturbed or undamaged and, if damage occurs, that steps be taken immediately to control and limit the release of asbestos fibers.

Any work that may impact identified ACM (including repair and removal of ACM) must be performed by trained personnel and must be reviewed and approved by the installation Asbestos Program Manager prior to being conducted. If work must be performed that may impact identified ACM, or if wear or damage is observed on these components, a supervisor must be notified immediately. The supervisor will then notify the Public Works Department. ACM identified in this building includes:

GREEN 9”X9” VINYL FLOOR TILE (VFT) – 5% CHRYSOTILE ASBESTOS

BLACK MASTIC ASSOCIATED WITH GREEN 9”X9” VFT – 0.85% CHRYSOTILE

ASBESTOS

BLACK MASTIC ASSOCIATED WITH BEIGE WITH WHITE SPECKS 12”X12” VFT – 0.46%

CHRYSOTILE ASBESTOS

GRAY VFT – 3% CHRYSOTILE ASBESTOS

BLACK MASTIC ASSOCIATED WITH GRAY VFT – 0.36% CHRYSOTILE ASBESTOS

CEMENTITIOUS PANELS – 35% CHRYSOTILE ASBESTOS

FELT EXPANSION JOINTS – 5% CHRYSOTILE ASBESTOS

WINDOW GLAZING – 3% CHRYSOTILE ASBESTOS

GRAY AUTO EXHAUST VENT MASTIC – <0.26% CHRYSOTILE ASBESTOS

THERMAL SYSTEM INSULATION (TSI) STRAIGHT RUNS – 10% AMOSITE AND 40%

CHRYSOTILE ASBESTOS

GRAY FLASHING – 5% CHRYSOTILE ASBESTOS

GASKETS – ASSUMED TO CONTAIN ASBESTOS

FIRE DOORS – ASSUMED TO CONTAIN ASBESTOS

HEATING, VENTILATION, AND AIR CONDITIONING (HVAC) VIBRATION DAMPERS –

ASSUMED TO CONTAIN ASBESTOS

The Public Works Department is committed to providing a safe and healthy working environment. If you have any questions or need additional information, please contact the Public Works Department at

(401) 841-7622

FINAL ASBESTOS-CONTAINING MATERIALS SURVEY

BUILDING A9 - PUBLIC WORKS GARAGE

NAVAL STATION NEWPORT

NEWPORT, NEWPORT COUNTY, RHODE ISLAND

CDM-AECOM MULTIMEDIA JOINT VENTURE

CONTRACT NUMBER: N62470-14-D-9016

TASK ORDER: WE45

PREPARED FOR:

CDM Federal Programs Corporation 10560 Arrowhead Drive, Suite 500

Fairfax, Virginia 22030

(703) 691-6500

And

Naval Facilities Engineering Command Mid-Atlantic Naval Station Newport

PREPARED BY:

Aerostar SES LLC 11181 St. Johns Industrial Parkway North

Jacksonville, Florida 32246

(904) 565-2820

Aerostar Project # M3010.1567.0001.17

September 28, 2018

SIGNATURE OF ENVIRONMENTAL PROFESSIONALS

This is to certify that the Final Report for the Asbestos-Containing Materials Survey of Building A9, Public Works Garage, located at Naval Station Newport, Newport, Newport County, Rhode Island, has been examined by the undersigned.

DATE: September 28, 2018 SIGNATURE:

Miles Eckert Aerostar SES LLC RIDH Asbestos Inspector Certification No. AAC-1004

DATE: September 28, 2018 SIGNATURE:

John H. Hubbard Jr., CSP, LAC Aerostar SES LLC Senior Project Manager RIDH Asbestos Inspector Certification No. AAC-1001

Building A9, Public Works Garage, NAVSTA Newport, Newport, Newport County, Rhode Island September 28, 2018 Final ACM Survey Report, Aerostar Project Number M3010.1567.0001.17 Page i

TABLE OF CONTENTS

SIGNATURE OF ENVIRONMENTAL PROFESSIONALS

LIST OF ABBREVIATIONS ...................................................................................................... ii

1.0 EXECUTIVE SUMMARY

1.1 Site Name

1.2 Name and Certifications of Inspector(s)

1.3 Site Description and Activities

1.4 Findings and Results

2.0 INTRODUCTION

2.1 Building Description

2.2 Historical Research

3.0 REGULATORY SUMMARY

3.1 Environmental Protection Agency

3.2 Occupational Safety and Health Administration

3.3 State of Rhode Island

4.0 METHODS OF INVESTIGATION

5.0 RESULTS

6.0 LIMITATIONS

7.0 CONCLUSIONS AND RECOMMENDATIONS

TABLE

TABLE 1 Summary of Asbestos Survey

FIGURES

FIGURE 1 Homogeneous Area Sample Locations – First Floor FIGURE 2 Homogeneous Area Sample Locations – Mezzanine…

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