S02 BD03252022 Drawings - 2a_Civil - Part 1.pdf

LEGEND

DRAWING INDEX

1. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC

ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED

THROUGHOUT THE CONSTRUCTION PERIOD.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND

EQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THE

WORK CONTAINED IN THIS CONTRACT.

3. THE SIZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS, SANITARY SEWERS AND

STORM SEWERS TO REMAIN ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF

ALL UTILITIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED.

EXCAVATION TO VERIFY THESE UTILITIES SHALL BE MADE AT NO ADDITIONAL COST TO

THE OWNER.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR

REMOVAL.

5. UNLESS OTHERWISE INDICATED ON THE PLANS OR DIRECTED BY THE

ARCHITECT/ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND

PROTECTING FROM DAMAGE ALL TREES, SHRUBS AND PLANTS IN THE VICINITY OF THE

PROPOSED WORK.

6. THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED

TO REMAIN FOR THE DURATION OF THE CONTRACT.

7. ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMES

DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR

REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE PROJECT MANAGER

OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER.

8. THE DEPARTMENT OF VETERANS AFFAIRS STANDARD SPECIFICATIONS, CONSTRUCTION

SAFETY AND SECURITY REQUIREMENTS SHALL BE ADHERED TO AS FULLY AND

COMPLETELY AS IF ATTACHED HERETO.

9. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND

APPLY FOR OR OBTAIN ALL NECESSARY CONSTRUCTION/ENVIRONMENTAL PERMITS AND

COORDINATE WITH THE ENGINEER OF RECORD AND OWNER'S REPRESENTATIVE.

10. CONTRACTOR SHALL PROVIDE NOISE AND VIBRATION MITIGATION MEASURES DURING

CONSTRUCTION, AS DESCRIBED IN SPECIFICATION 01 56 19 CONSTRUCTION NOISE AND

VIBRATION CONTROL.”

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO

ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO

VERIFY EXISTING CONDITIONS AND DIMENSIONS.

2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE

RHODE ISLAND AT 811 TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES.

3. WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONAL

FACILITY. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION

TO THE OPERATIONS OF THE FACILITY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO

PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEES

FROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES.

4. THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND

BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS

ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF

ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF AND ADJACENT TO

THE PROPOSED WORK.

5. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC

ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED

THROUGHOUT THE CONSTRUCTION PERIOD.

6. CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO

REMAIN FOR THE DURATION OF THE CONTRACT.

7. THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT AND LOCAL FIRE

DEPARTMENT AS NECESSARY AND SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO

BEGINNING WORK. COPIES OF ANY REQUIRED PERMITS SHALL BE PROVIDED TO THE

OWNER PRIOR TO BEGINNING THE WORK.

8. CONTRACTOR SHALL REMOVE FROM SITE, MATERIALS NOT INDICATED TO BE SALVAGED

INCLUDING ALL DEBRIS. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF

CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SAME.

9. ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY

CONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THE

ARCHITECT/ENGINEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO

ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE

EXISTING BUILDINGS FOR THE DURATION OF THE CONTRACT.

11. WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE

COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE

REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE,

AT NO COST TO THE OWNER. ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TO

OWNERS APPROVAL.

12. COORDINATE LOCATION OF TEMPORARY CONSTRUCTION FENCE AND TEMPORARY STONE

STAGING AREA WITH OWNER

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO

ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO

VERIFY EXISTING CONDITIONS.

2. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY

MARKERS AND RIGHT-OF-WAY MARKERS IN THE AREA OF CONSTRUCTION.

3. ANY IRON PINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY LINES WHICH ARE

DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND

ACCURATELY RESET BY AN RI LICENSED SURVEYOR UPON COMPLETION OF THE WORK.

4. HORIZONTAL DATUM BASED OFF NAD83 RHODE ISLAND STATE PLANE.

5. VERTICAL BASED OFF OF NAVD88.

6. TOPOGRAPHIC SURVEY PROVIDED BY CROSSMAN ENGINEERING MAY 2020, UPDATED IN

MAY 2021.

1. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHER

AGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH

TRENCHING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO

SUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A

CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESE

DOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY.

2. SHEETING, IF REQUIRED DURING CONSTRUCTION, IS CONSIDERED TO BE PART OF THIS

CONTRACT AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

3. ALL TRENCHES THROUGH PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND

AGAIN PRIOR TO PAVEMENT RESTORATION.

4. CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVE

BOXES AND OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREAS

REQUIRING REPAVING OR REGRADING AS PART OF THE WORK, INCLUDING THOSE THAT

MAY NOT BE SHOWN ON THE PLANS.

5. VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL BE

BACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL IN AREAS UNDER AND

WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, BUILDINGS AND PAVEMENTS. IN

GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLY COMPACTED WITH

SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL. ALL DISTURBED AREAS SHALL BE

RESTORED.

6. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTION

OF GROUNDWATER INTO THE TRENCHES/EXCAVATIONS. PROVIDE ALL EQUIPMENT

NECESSARY TO MAINTAIN THE GROUNDWATER LEVEL AS NECESSARY.

7. THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEANED SCREENED

TOPSOIL IN ALL DISTURBED AREAS PRIOR TO SEEDING. VEGETATIVE COVER OF

DISTURBED AREAS SHALL BE ESTABLISHED BY CONTRACTOR. SEED MIX SHALL BE A

SEASONALLY AND LOCALLY APPROPRIATE GRASS BLEND.

1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH RHODE ISLAND

STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND LOCAL

GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND

STANDARDS. CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN

INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PRIOR TO START OF

WORK.

2. UTILIZE CONSTRUCTION METHODS/TECHNIQUES, WHICH WILL LIMIT THE EXPOSED

EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVITIES ON SOIL

EROSION. THE AREA OF DISTURBANCE SHALL BE LIMITED TO A MAXIMUM OF 1 ACRES

UNLESS OTHERWISE APPROVED BY THE ENGINEER.

3. ALL SEDIMENTATION BARRIERS AND OTHER TEMPORARY OR PERMANENT MEASURES

SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. PLANS SHOW THE

SUGGESTED MINIMUM MEASURES REQUIRED.

4. REMOVAL OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE COMPLETED AT THE APPROVAL OF THE OWNER AND ENGINEER. THE COST OF

REMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE.

5. FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROTECT ALL ON-SITE,

ADJACENT AND/OR DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATER

COURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS,

SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM ANY WORK DONE

ON, OR IN SUPPORT OF THIS PROJECT.

6. DURING CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE

ALLOWED TO ESCAPE INTO STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OF

RHODE ISLAND STATE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR

OTHER DEVICES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS, DITCHES,

RIVERS, OR WATER COURSES.

7. ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZED

AND PROTECTED BY SILT FENCE SO THAT IT CANNOT REASONABLY ENTER ANY WATER

BODY, OR STORM OR SANITARY SEWER.

8. ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE

WORK FOR EROSION AND POLLUTION CONTROL SHALL BE SUBJECT TO APPROVAL OF

THE ENGINEER.

9. THE CONTRACTOR SHALL BE REQUIRED TO TREAT TRAVELED AREAS TO CONTROL DUST.

WATER SHALL BE APPLIED TO SUCH TRAVELED AREAS AS THE ARCHITECT/ENGINEER OR

OWNER'S DESIGNATED REPRESENTATIVE MAY DESIGNATE. THE NUMBER OF

APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND

WEATHER CONDITIONS.

10. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT WHICH WILL NOT BE

SUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BE

PERMANENTLY SEEDED TO ESTABLISH GRASS, AND MULCHED WITH HAY OR STRAW

WITHIN ONE WEEK OF FINAL DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A

SUITABLE VEGETATIVE COVER IS ESTABLISHED.

11. CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE

COORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. STABILIZED

CONSTRUCTION ENTRANCE(S), AS SHOWN ON THE PLANS SHALL BE PROVIDED. ALL

DISTURBED AREAS SHALL BE RESTORED.

12. ALL CATCH BASINS/DRAINAGE INLETS SHALL HAVE STONED INLET PROTECTION AROUND

THEM AND GEOTEXTILE FABRIC OVER THE GRATE TO PREVENT SEDIMENTATION FROM

ENTERING THE STORM SYSTEM.

13. TILL ALL COMPACTED SOILS LOCATED IN LAWN AREAS TO RESTORE THE ORIGINAL

PROPERTIES OF THE SOIL PRIOR TO SEEDING.

14. CONTRACTOR SHALL INSPECT, MAINTAIN, REPLACE AS NEEDED, REMOVE, ETC. EROSION

AND SEDIMENT CONTROL MEASURES.

GRADING NOTES

EROSION AND SEDIMENT CONTROL NOTES

GENERAL NOTES

SURVEY NOTES

DEMOLITION NOTES

C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX

C101A EXISTING CONDITIONS AND DEMOLITION PLAN

C101B EXISTING CONDITIONS AND DEMOLITION PLAN

C201A SITE PLAN

C201B SITE PLAN

C301A UTILITY PLAN

C301B UTILITY PLAN

C401A GRADING AND EROSION CONTROL PLAN

C401B GRADING AND EROSION CONTROL PLAN

C402A RETAINING WALL DETAILS

C402B RETAINING WALL DETAILS

C403 RETAINING WALL DETAILS

C404 BORING LOGS

C405 BORING LOGS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

EXISTING PROPOSED DESCRIPTION

PROJECT BENCHMARK / CONTROL

POINTS

UTILITY DEMOLITION

CHAIN LINK FENCE DEMOLITION

SAWCUT

TREE PROTECTION

TREE DEMOLITION

X X X X

BORING LOCATIONS

TREE/VEGETATION LIMIT

CHAIN LINK FENCE

BUILDING/STRUCTURE

PROPERTY LINE

BLDG

RETAINING WALL / WALL

SIGN

BOLLARD

HYDRANT

VALVE

CATCH BASIN

STORM SEWER CLEAN OUT

DOWN SPOUTDS

MANHOLE

ST CO

ELECTRIC HANDHOLE

ELECTRIC MANHOLE

ST ST

UD UD UD

STORM LINE

WATER LINE

OVERHEAD ELECTRIC

STORM UNDERDRAIN PIPE

UE UE

W W

UNDERGROUND ELECTRIC

G GAS LINE

SANITARY LINESA SA

OE OE

MAJOR CONTOUR510

MINOR CONTOUR

℄ OF DRAINAGE SWALE

EROSION FENCE

SILT SOCK INLET PROTECTION

FLOW/SLOPE DIRECTION

STABILIZED CONSTRUCTION ENTRANCE

(TEMPORARY)

LIGHT POLE SINGLE HEAD

1. SUBGRADE COMPACTED TO 95% PROCTOR SHALL BE UTILIZED UNDERNEATH

CONSTRUCTION OF PAVEMENT AND CONCRETE BASES.

2. ALL STAKEOUT FOR THE PROPOSED SITE IMPROVEMENTS SHALL BE COMPLETED BY A

RHODE ISLAND STATE LICENSED LAND SURVEYOR.

3. IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS AND

INFORMATION PROVIDED OR AN ERROR IS SUSPECT, IT SHALL BE IMMEDIATELY

REPORTED TO THE CONSTRUCTION MANAGER AND THE MILLER-REMICK PROJECT

MANAGER IN WRITING.

4. ANY PROOF-ROLLING OF EXPOSED SUBBASE BY A MINIMUM 10 TON SMOOTH DRUM

ROLLER SHALL BE DONE UNDER THE GUIDANCE OF, AND OBSERVED BY, QUALIFIED

ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL. THE ROLLER

SHOULD BE OPERATED IN THE STATIC MODE AND COMPLETE AT LEAST TWO (2) PASSES

OVER THE EXPOSED SUBGRADES.

SITE NOTES

SANITARY SEWER CLEAN OUTSA CO

1. FERTILIZER

1.1. LIME AND FERTILIZER SHALL BE APPLIED AFTER SEEDING PER RIDOT SPECIFICATION

L.02.03.3 AND L.02.03.4. LIME AND FERTILIZER SHALL BE THOROUGHLY

INCORPORATED INTO THE SOIL BY RAKING.

2. SEED - EROSION CONTROL AND LAWN MIX

2.1. GRADE A QUALITY, FRESH AND RECLEANED AND PROVEN TO PRODUCE

SATISFACTORY GROWTH IN THE LOCALITY OF THE PROJECT.

2.2. SEED MIX: FRESH, CLEAN AND FROM CURRENT SEASON'S CROP, DELIVERED IN

ORIGINAL PACKAGES, UNOPENED, AND BEARING GUARANTEED ANALYSIS. SEED

SHALL MEET RHODE ISLAND DOT SPECIFICATIONS. REFER TO RIDOT SECTION L.02

FOR SEED MIX TYPES, APPLICATIONS, AND SEASONAL WINDOWS. SHALL BE FREE

OF: POA ANNUA, BENT GRASS, AND NOXIOUS WEED SEED SUCH AS CANADIAN

THISTLE, COARSE FESCUE, EUROPEAN BINDWEED, JOHNSON GRASS AND LEAFY

SPURGE. THE LANDSCAPE CONTRACTOR SHALL FURNISH TO THE

ARCHITECT/ENGINEER A SIGNED STATEMENT CERTIFYING THAT THE SEED

FURNISHED IS FROM A LOT THAT HAS BEEN TESTED BY A RECOGNIZED

LABORATORY. SEED WHICH HAS BECOME WET, MOLDY OR IN ANY OTHER WAY

DAMAGED IN TRANSIT OR STORAGE, WILL NOT BE ACCEPTED.

3. MULCH

3.1. PER RIDOT, CELLULOSE FIBER MULCH SHALL BE USED. CELLULOSE FIBER MULCH

SHALL CONFORM TO RIDOT SUBSECTION M.18.07.1. E

4. WATER

4.1. FREE OF SUBSTANCE HARMFUL TO PLANT GROWTH. HOSES, PUMPS, SPRINKLERS

OR OTHER METHODS OF TRANSPORTATION FURNISHED BY CONTRACTOR.

5. TOPSOIL (SEE DIVISION 31 SECTION “EARTH MOVING”)

5.1. GENERAL TOPSOIL

5.1.1. APPROVED TOPSOIL, OBTAINED FROM EXCAVATION AND GRADING WORK OR

IF INSUFFICIENT MATERIAL (EITHER QUANTITY AND/OR QUALITY) IS

AVAILABLE, IT SHALL BE IMPORTED. ALL TOPSOIL SHALL BE DEPTH AS

INDICATED UNDER SPREADING TOPSOIL OF THIS SPECIFICATION.

5.1.2. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE SOIL, CHARACTERISTIC OF

PRODUCTIVE SOIL IN THE VICINITY, REASONABLY FREE OF STONES, CLAY

LUMPS, ROOTS AND OTHER FOREIGN MATTER.

5.1.3. STORE TOPSOIL SEPARATELY FROM ALL OTHER EXCAVATED MATERIALS

ON-SITE AND PRESERVE FOR REUSE OR REPLACE WITH IMPORTED TOPSOIL

MEETING THE REQUIREMENTS OF DIVISION 31 SECTION “EARTH MOVING”.

5.1.4. STOCKED OR FURNISHED TOPSOIL SHALL BE TESTED BY AN APPROVED

SOIL-TESTING LABORATORY FOR DETERMINATION OF CORRECT LIME

FERTILIZER ADDITIVES. SUBMIT MECHANICAL AND CHEMICAL ANALYSIS OF

OFF-SITE TOPSOIL TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO

DELIVERY OF TOPSOIL TO THE SITE. IF MORE THAN ONE SOURCE WILL BE

USED, PROVIDE AN ANALYSIS OF EACH SOURCE.

5.1.5. TOPSOIL SOURCE: IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF

DIVISION 31 SECTION “EARTH MOVING”. IMPORT TOPSOIL OR MANUFACTURED

TOPSOIL FROM OFF-SITE SOURCES. OBTAIN TOPSOIL DISPLACED FROM

NATURALLY WELL-DRAINED CONSTRUCTION OR MINING SITES WHERE

TOPSOIL OCCURS AT LEAST 6 INCHES DEEP; DO NOT OBTAIN FROM

AGRICULTURAL LAND, BOGS OR MARSHES.

LAWN RESTORATION NOTES

EXISTING PROPOSED DESCRIPTION

FUEL LINEFUEL FUEL

STEAM

HH

E

STEAM

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

CIVIL

GENERAL NOTES AND LEGEND

C001

LMRRJS

DRAWING INDEX

C001 GENERAL NOTES AND LEGEND

C002 STAGING PLAN

C101 EXISTING CONDITIONS AND DEMOLITION PLAN

C201 SITE PLAN

C301 UTILITY PLAN

C401 GRADING AND EROSION CONTROL PLAN

C402 RETAINING WALL DETAILS

C403 RETAINING WALL DETAILS

C404 BORING LOGS

C405 BORING LOGS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C504 CONSTRUCTION DETAILS

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

RD

NEW TEMPORARY CONSTRUCTION FENCING.

FINAL FENCING AND GATE LOCATIONS TO BE

DETERMINED BY CONTRACTOR. CONTRACTOR

SHALL COORDINATE WITH BUILDING MANAGERS

TO ENSURE ADEQUATE ACCESS TO BUILDING

ENTRANCES AND LOADING DOCKS

NEW TEMPORARY CONSTRUCTION FENCING.

FINAL FENCING AND GATE LOCATIONS TO BE

DETERMINED BY CONTRACTOR

CONTRACTOR TO DEVELOP WORK ZONE

TRAFFIC CONTROL PLAN TO MAINTAIN

VEHICULAR TRAFFIC AND SAFETY ALONG

AIR FORCE DRIVE DURING DURATION OF

CONSTRUCTION. FULL ACCESS TO AIR

FORCE DRIVE TO BE RESTORED AS SOON

AS POSSIBLE.

CONTRACTOR TO DEVELOP WORK ZONE

TRAFFIC CONTROL PLAN TO MAINTAIN

VEHICULAR TRAFFIC AND SAFETY ALONG

AIR FORCE DRIVE DURING DURATION OF

CONSTRUCTION. FULL ACCESS TO AIR

FORCE DRIVE TO BE RESTORED AS SOON

AS POSSIBLE.

TEMPORARY BOILER

CONTROL ROOM AND

TRAILERS (SEE MC101)

CONCRETE JERSEY

BARRIERS (TYP.)

NEW TEMPORARY CONSTRUCTION FENCING.

FINAL FENCING AND GATE LOCATIONS TO BE

DETERMINED BY CONTRACTOR.

TEMPORARY ELECTRICAL

EQUIPMENT LOCATION (SEE EJ101)

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C002

1 STAGING PLAN

SCALE: 1" = 10'

N

CIVIL

STAGING PLAN

C002

LMRRJS

0' 10' 20' 30'

STAGING PHASING SEQUENCE:

1. ERECT TEMPORARY CONSTRUCTION FENCING AND INITIAL EROSION CONTROL

MEASURES.

2. INSTALL SHEET PILE WALL

3. INSTALL 30,000 GALLON USTs

4. INSTALL ALL OTHER UTILITIES, BUILDING FOUNDATION, BUILDING, ETC.

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

RD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

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X X

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X X

X X

X X

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X X

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X X X X X X X X X X X

X

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X X X X X X X X X X X X X X X

X X

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X X

X

X

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X X

XXXX

X

X

X

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XXXXXX

X

X

X

X

X

X

X

XXXXXXX

REMOVE AND DISPOSE

OF FULL DEPTH ASPHALT

PAVEMENT SECTION

LIMITS OF TREE

CLEARING

REMOVE AND DISPOSE

OF FENCE, POSTS, AND

POST FOUNDATIONS

FULL DEPTH SAWCUT

AT LIMITS OF REMOVAL

REMOVE AND DISPOSE

OF VEGETATION

PROTECT

UNDERGROUND

UTILITIES

REMOVE AND DISPOSE

OF CATCH BASIN

PROTECT

CONCRETE

RETAINING WALL

REMOVE AND DISPOSE OF WOOD

SHED AND FOUNDATION (REFER

TO NOTE 18 ON MC101)

REMOVE AND DISPOSE

OF FOUNDATION WALL

IN ITS ENTIRETY

REMOVE AND DISPOSE OF

EXISTING FENCE, FENCE

POSTS, GATES, AND

FOUNDATIONS

REMOVE AND DISPOSE OF

WATER LINE TO LIMITS

SHOWN ON UTILITY PLAN

REMOVE AND DISPOSE OF

SANITARY SEWER TO LIMITS

SHOWN ON UTILITY PLAN

REMOVE AND DISPOSE OF

SANITARY CLEANOUT

REMOVE AND DISPOSE AC

UNIT AND CONCRETE PAD

REMOVE AND DISPOSE OF

RAILROAD TIE RETAINING WALL.

PROTECT BUILDING WALL TO

REMAIN DURING REMOVAL.

REMOVE AND DISPOSE OF

CONCRETE RAMP SECTION

REMOVE AND DISPOSE OF

SANITARY MANHOLE

REMOVE AND DISPOSE OF

CONCRETE SIDEWALK SECTION

REMOVE AND DISPOSE OF

GUARD RAIL, POSTS, AND

POST FOUNDATIONS

REMOVE AND

DISPOSE OF

BOLLARDS

REMOVE AND DISPOSE

OF BOLLARDS

REMOVE AND DISPOSE OF

BUILDING, FOUNDATIONS,

SLAB, AND STEEL WATER TANK

REMOVE AND DISPOSE

OF STORM PIPE; PLUG

CONNECTION

REMOVE UNDERGROUND FUEL OIL

TANK AND REINFORCED CONCRETE

PAD - SEE UST NOTES

REMOVE UNDERGROUND FUEL OIL

TANK AND REINFORCED CONCRETE

PAD - SEE UST NOTES

REMOVE AND DISPOSE OF GAS

SERVICE TO BUILDING 11 -

COORDINATE WITH GAS UTILITY

REMOVE AND DISPOSE

OF WATER LINE

REMOVE AND DISPOSE OF

CONCRETE PAD SECTION

REMOVE AND DISPOSE

OF FULL DEPTH ASPHALT

PAVEMENT SECTION

REMOVE AND DISPOSE OF

WATER LATERAL

REMOVE AND DISPOSE OF SEWER

PIPE AND PLUG CONNECTION

DISCONNECT WIRING AND

REMOVE AND DISPOSE OF

ELECTRICAL CONDUIT

SEE DRAWING ES100 FOR

REMOVAL OF ELECTRICAL

FULL DEPTH SAWCUT

AT LIMITS OF REMOVAL

CONTRACTOR TO CONFIRM GAS LINE HAS

BEEN ABANDONED WITH OWNER PRIOR

TO ANY DEMOLITION WORK AND REMOVE

AND DISPOSE OF ABANDONED LINE

FULL DEPTH SAWCUT

AT LIMITS OF REMOVAL

FULL DEPTH SAWCUT

AT LIMITS OF REMOVAL

REMOVE AND DISPOSE

OF FULL DEPTH ASPHALT

PAVEMENT SECTION

REMOVE AND DISPOSE OF FULL DEPTH

ASPHALT PAVEMENT SECTION WITH 6"

THICK REINFORCED SUBSURFACE

CONCRETE SLAB

PROTECT EXISTING GAS

PIPING AND METERS

REMOVE AND DISPOSE OF FULL DEPTH

ASPHALT PAVEMENT SECTION WITH 6"

THICK REINFORCED SUBSURFACE

CONCRETE SLAB

REMOVE AND DISPOSE OF FULL DEPTH

ASPHALT PAVEMENT SECTION (NO

SUBSURFACE CONCRETE SLAB)

LIMITS OF REMOVAL

LIMITS OF REMOVAL

SEE DRAWING ES100

FOR REMOVAL OF

EXISTING

TRANSFORMER

SEE DRAWING ES100 FOR

REMOVAL OF ELECTRICAL

FULL DEPTH SAWCUT AT

NEAREST CONTROL JOINT

REMOVE AND DISPOSE OF

CONCRETE PAD SECTION

REMOVE AND DISPOSE OF CURB

SEE DRAWING ES100 FOR

REMOVAL OF ELECTRICAL

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C101

1 EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 10'

N

CIVIL

EXISTING CONDITIONS AND

DEMOLITION PLAN

C101

LMRRJS

0' 10' 20' 30'

UST REMOVAL NOTES:

1. CONTRACTOR SHALL CONDUCT ALL TANK REMOVAL IN ACCORDANCE WITH

APPLICABLE REGULATIONS INCLUDING 250-RICR-140-25-1.

2. CONTRACTOR SHALL COMPLETE ANY REQUIRED NOTIFICATIONS, INCLUDING RIDEM,

NBC, AND LOCAL FIRE SAFETY OFFICIAL

3. CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH AMERICAN

PETROLEUM INSTITUTE (API) RECOMMENDED PRACTICE (RP) PUBLICATION 2015 “SAFE

ENTRY AND CLEANING OF PETROLEUM STORAGE TANKS, 7TH EDITION" (2014) AND

AMERICAN PETROLEUM INSTITUTE (API) RECOMMENDED PRACTICE (RP) PUBLICATION

1604 “CLOSURE OF UNDERGROUND PETROLEUM STORAGE TANKS, 3RD EDITION"

(1996).

4. CONTRACTOR SHALL COMPLETE, PROVIDE TO THE OWNER FOR APPROVAL AND THEN

SUBMIT THE PRODUCT PIPELINE PERMANENT CLOSURE APPLICATION FORM TO THE

RHODE ISLAND DEM AT LEAST 10 DAYS IN ADVANCE OF THE WORK.

5. CONTRACTOR SHALL COMPLETE THE REMOVAL, CHARACTERIZATION/PROFILING AND

DISPOSAL OF ALL PRODUCT FROM THE USTS AND ASSOCIATED PIPING.

6. CONTRACTOR SHALL APPROPRIATELY VENT AND TEST THE INTERIOR ATMOSPHERE OF

THE TANK PRIOR TO ENTERING OR CUTTING THE TANK.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL RESIDUALS WITHIN THE TANK AND

ASSOCIATED PIPING.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE CLOSURE

OF THE USTS.

9. CONTRACTOR SHALL ALLOW FOR AND ASSIST RI DEM PERSONNEL, LOCAL SAFETY

OFFICIALS AND THE ENVIRONMENTAL CONSULTANT WITH ACCESSING THE WORK AREA

AS REQUESTED DURING THE WORK TO ALLOW FOR INSPECTION.

10. CONTRACTOR SHALL ASSIST WITH AND FOLLOW THE DIRECTION OF THE

ENVIRONMENTAL CONSULTANT (PROVIDED BY OWNER) FOR COMPLETING ANY

REQUESTED ACCESS, OBSERVATIONS AND SAMPLING OF SOIL OR OTHER MATERIAL.

11. CONTRACTOR SHALL REMOVE, CHARACTERIZE AND DISPOSE OF IMPACTED SOIL AND

WATER (GROUNDWATER, RAINWATER OR PERCHED WATER) AS REQUESTED BY THE

ENVIRONMENTAL CONSULTANT.

12. CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR THE DISPOSAL AND/OR

RECYCLING OF THE UST/PIPING CONTENTS, UST/PIPING MATERIALS, AND ANY

ASSOCIATED IMPACTED SOIL AND GROUNDWATER TO THE OWNER AND

ENVIRONMENTAL CONSULTANT WITHIN 48 HRS OF RECEIVING DOCUMENTATION.

WEIGH TICKETS, MANIFESTS AND DISPOSAL RECEIPTS ARE REQUIRED.

±1 ,10

0 S F

BU

ILD

IN

G

AD

DI

TI

ON

6.

A B C D

E

BB B.

C C

D D

39'

43'

58'

0.5'

7'

4' O.

C.

(T

YP

5' (TYP.)

7'

5'4' O.

C.

5'

±500 SF

BUILDING

ADDITION

4.5'

43.64'

8.

.5'

7.

43°

7°

33.83'

3'

4.5

R5'

.7

8.

5'

N: 272248.4519 E: 346568.3734

NEW 6' HIGH BLACK VINYL

COATED CHAIN LINK FENCE

NEW ASPHALT PAVEMENT

PROPOSED

TREE LINE

PAVEMENT JOINT

NEW SHEET PILE

RETAINING WALL

PROPOSED BUILDING

FOOTER (TYP.)

NEW OVERHEAD DOOR

NEW METAL STAIRS

(SEE DRAWING

AE501 AND AE507)

NEW AC UNIT UNDER STAIRS

(SEE DRAWING MC101)

NEW CONCRETE

SIDEWALK

RESTORE ALL DISTURBED

AREAS TO LAWN

NEW GUARD

RAIL

NEW GUARD RAIL

NEW 6' HIGH BLACK VINYL COATED

CHAIN LINK FENCE (ALTERNATE 1)

NEW 16' WIDE BLACK VINYL COATED

SLIDE GATE (ALTERNATE 1)

TEMPORARY SHORING WALL

- DELEGATED DESIGN

NEW ASPHALT PAVEMENT

NEW STANDARD DUTY

ASPHALT PAVEMENT

PAVEMENT JOINT

NEW 6' HIGH BLACK VINYL COATED

CHAIN LINK FENCE (ALTERNATE 1)

NEW STANDARD BOLLARD

NEW 30,000 GALLON UST

(SEE DRAWING MC101)

NEW 4,000 GALLON UST

(SEE DRAWING MC101)

BOTTOM ELEV = 62.00

NEW WATER TANK STRUCTURAL SLAB

(SEE DRAWING S560)

NEW CONCRETE PAD (SEE

CONCRETE PAD DETAIL 14/C501)

M-30 SECURITY

BOLLARD (TYP.)

BASE-BID: NEW BLAST WALL

(SEE DRAWING S560)

ALTERNATE: NEW 6' HIGH

FENCE WITH ANTI-RAM CABLE

NEW STANDARD BOLLARD

NEW ASPHALT PAVEMENT

PAVEMENT JOINT

NEW ASPHALT PAVEMENT

SECTION WITH 6" THICK

REINFORCED SUBSURFACE

CONCRETE SLAB. CONTRACTOR

SHALL REVIEW EXISTING

PAVEMENT SECTION AND REPORT

TO ENGINEER. NEW PAVEMENT

SECTION SHALL MATCH OR

EXCEED EXISTING PAVEMENT

SECTION.

PAVEMENT JOINT

PAVEMENT JOINT

NEW CONCRETE

BOLLARD

FOUNDATION

NEW WATER TANK (SEE

DRAWING PS100)

NEW CONCRETE

SIDEWALK

STORMWATER

DETENTION

(SEE C301

UTILITY PLAN)

NEW 16' WIDE BLACK

VINYL COATED SLIDE

GATE (ALTERNATE 1)

NEW GRANITE CURB

NEW 8' X 8' CONCRETE PAD AROUND

TANK MANHOLE COVERS (SEE

CONCRETE PAD DETAIL 14/C501)

TEMPORARY SHORING WALL

- DELEGATED DESIGN

TEMPORARY SHORING WALL

- DELEGATED DESIGN

NEW INTERCOM

(SEE TY002)

NEW ASPHALT PAVEMENT SECTION WITH 6" THICK

REINFORCED SUBSURFACE CONCRETE SLAB.

CONTRACTOR SHALL REVIEW EXISTING PAVEMENT

SECTION AND REPORT TO ENGINEER. NEW

PAVEMENT SECTION SHALL MATCH OR EXCEED

EXISTING PAVEMENT SECTION.

NEW ASPHALT PAVEMENT SECTION

(NO SUBSURFACE CONCRETE SLAB)

4'

5'

NEW CHAIN LINK FENCE WITH LOCKABLE 3' WIDE

MAN GATE- COORDINATE HEIGHT WITH METAL

ROOF (SEE ARCHITECTURAL DRAWINGS)

NEW CONCRETE PAD

AND LPG CYLINDERS

(SEE DRAWING MC101)

NEW 6' HIGH BLACK VINYL COATED

CHAIN LINK FENCE (ALTERNATE 1)

NEW INTERCOM

(SEE TY002)

13.08'

.2

7'

5.

18.24'

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

RD

SA CO

HH

HH

E

E

SA CO

ST-CB-P1

ST-MH-P3

ST-MH-P2

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C201

1 SITE PLAN

SCALE: 1" = 10'

N

CIVIL

SITE PLAN

C201

LMRRJS

IMPERVIOUS QUANTITIES

PROPOSED IMPERVIOUS DIFFERENCE

± 9,700 SF ± 13,350 SF ± 3,650 SF

EXISTING IMPERVIOUS

0' 10' 20' 30'

6.

A B C D

E

BB B.

C C

D D

NEW 30,000 GALLON UST

(SEE DRAWING MC101)

NEW 4,000 GALLON UST

(SEE DRAWING MC101)

BOTTOM ELEV = 62.00

BASE-BID: NEW BLAST WALL

(SEE DRAWING S560)

ALTERNATE: NEW 6' HIGH

FENCE WITH ANTI-RAM CABLE

NEW WATER TANK (SEE

DRAWING PS100)

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

RD

NEW 8" GATE VALVE

NEW 8" GATE VALVE

W W W W W W W

W

W

W W W W W

W

W W

W W

W W

W W

W W

W W

W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W

W

W

W

WW

SA CO

NEW 22.5° ELBOW

NEW 45° ELBOW

NEW 45°

ELBOW

NEW 6"

CLEANOUT

NEW 6" CLEANOUT

MAINTAIN 18" MINIMUM VERTICAL

SEPARATION BETWEEN WATER

AND SEWER LINES

NEW SAMPLING /

DISINFECTION TAP

NEW SAMPLING /

DISINFECTION TAP

ST

NEW CULTEC 330-RXLHD

STORMCHAMBERS (1 ROW OF 3

CHAMBERS, 1 ROW OF 10 CHAMBERS)

BOTTOM OF CHAMBER ELEVATION = 63.98

BOTTOM OF STONE ELEVATION = 63.48

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUEL

FUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUELFUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUELFUEL

FU

EL

FUEL

FU

EL

FUEL

FUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUELFUEL

FUEL

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UEUEUEUEUEUEUEUE

NEW ELECTRICAL

LINE (TYP., SEE

DRAWING ES101)

NEW ELECTRICAL MANHOLE

(SEE DRAWING ES101)

NEW ELECTRICAL

LINE (TYP., SEE

DRAWING ES101)

NEW 8" DIP

WATER SERVICE

NEW ELECTRICAL LINE (TYP.,

SEE DRAWING ES101)

NEW 2" FUEL LINE (TYP.,

SEE DRAWING MS100)

W W W W W W

W

W

W

W W W W W W

W

W

W W

NEW 45° ELBOW

NEW 4" DIP

WATER SERVICE

NEW 6" DIP WATER

FIRE SERVICE

SA

W

NEW 45°

ELBOW

NEW 4" DIP

WATER SERVICE

6" PVC SDR-35

SANITARY SEWER

@ 1.00% MIN.

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

G

G

G

G

G

G

G

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

G G

NEW 90° BEND

NEW 4" GAS SERVICE TO TEMPORARY

BOILERS. SEE MC101 FOR

TEMPORARY BOILER LOCATION AND

CONNECTION POINT

NEW 4" GATE VALVE

HH

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UEUEUEUE

HH UE UE UE

UEUEUEUEUEUEUEUEUE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

NEW ELECTRICAL LINE

(TYP., SEE DRAWING

ES101)

NEW ELECTRICAL

HANDHOLE (TYP., SEE

DRAWING ES101)

UE

NEW 45°

ELBOW

NEW 4" GAS SERVICE TO

TEMPORARY BOILERS

E

E

NEW HOT BOX (SEE

DRAWING PS100)

NEW ELECTRICAL

LINE (TYP., SEE

DRAWING ES101)

PROVIDE MIN. 18" VERTICAL

SEPARATION BETWEEN

WATER AND SEWER (TYP.

OF ALL CROSSINGS)

NEW 4" GAS SERVICE TO

TEMPORARY BOILERS

INSPECTION PORT

W

ST

ST

ST-S

A

ST-S

A

ST-S

A

ST-S

A

ST

-S

A

ST

-S A

ST

-S

A

ST

-S A

ST

-S

A

ST

-S A

SA SA SA SA

SA SA SA SA

SA CO

NEW 6" CLEANOUT

ST-CB-P1

ST-MH-P3

ST

ST

INSPECTION PORT

FU

EL

FU

EL

FUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUEL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FU

EL

FUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUEL

FUEL RE-FILL LINES

(SEE DRAWING MC101)

ST-MH-P2

NEW ELECTRICAL MANHOLE

(SEE DRAWING ES101)

COMM

COMM

COMM

COMM

COMM COMM COMM

NEW SECURITY

ELECTRICAL LINE (TYP.,

SEE DRAWING TY002)

US

T

0+

US

T

0+

10'

MIN.

SEPARATION

9' 10' MIN. SEPARATION 5' 6.67'

NEW ELECTRICAL LINE

(TYP., SEE DRAWING

ES101)

UE UE

UEUEUEUEUEUE

CO

M

M

CO

M M

CO

M

M

CO

M M

CO

M

M

CO

M M

CO

M

M

CO

M M

CO

M

M

CO

M M

CO

M

M

CO

M M

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

ST-MH-P3

RIM=68.58

WEIR TOP=65.10

N INV=64.24

SW INV=64.34

SE INV=64.45

6" SICPP @ 0.50%

ST-CB-P1

RIM=67.28

SE INV=64.78

12" SICPP @ 0.50%

8" PVC SDR-35 COMBINED SEWER @

1.00%

6" PVC SDR-35

SANITARY SEWER @ 2.00% MIN.

4" PVC SDR-26

SANITARY SEWER @ 2.00% MIN.

8" P

VC

S

DR

-2

CO

M

BI

NE

D

SE

W

ER

.0

0% M

IN

ST

ST

24" SICPP @ 0.00%24" SICPP @ 0.00%

ST-MH-P2

RIM=67.56

WEIR TOP=66.75

SW INV=64.75

SE INV=64.75

NW INV=64.75

NEW SECURITY

ELECTRICAL LINE (TYP.,

SEE DRAWING TY002)

SEE 2/C301 FOR UST

CROSS-SECTION

PROVIDE SERIES TF-1 TIDEFLEX

CHECK VALVE (OR APPROVED EQUAL)

AT PIPE CONNECTION TO MANHOLE

NEW 8" DIP

WATER SERVICE

NEW 8" DIP

WATER SERVICE

0+00 0+10 0+20 0+30 0+40 0+50

Ø1 2'

Ø1 2'

3'

7.6 4'

3'

1' 1' 6.1

5'

1' 1'

12' DIA. 30,000 GAL TANK

MINIMUM COVER ELEV

EXISTING GRADE

PROPOSED GRADE

BEDDING MATERIAL

ANTI-BUOYANCY

CONCRETE BALLAST PAD TANK BACKFILL MATERIAL

BUILDING BACKFILL MATERIAL

PR

OP

OS

ED

B

UI

LD

IN

G

3'

TEMPORARY SHORING WALL -

DELEGATED DESIGN TEMPORARY SHORING

WALL - DELEGATED DESIGN

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C301

1 UTILITY PLAN

SCALE: 1" = 10'

N

CIVIL

UTILITY PLAN

C301

LMRRJS

0' 10' 20' 30'

WATER MAIN INSTALLATION SEQUENCE:

1. INSTALL PROPOSED WATER MAIN IN ITS ENTIRETY TO VALVES ADJACENT TO

EXISTING WATER MAIN

2. PRESSURE TEST NEW WATER MAIN INSTALLATION

3. DISINFECT AND SAMPLE PROPOSED WATER MAIN

4. COORDINATE WITH VAMC TO SHUT DOWN WATER SERVICE TO BE DEMOLISHED

5. CUT EXISTING WATER MAIN AND CONNECT TO NEW VALVES

6. REMOVE AND DISPOSE OF EXISTING WATER THAT HAS BEEN DISCONNECTED

NOTES:

1. SICPP = SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

C301

2 30,000 GAL TANK ELEVATION VIEW

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 10'

6.

A B C D

E

BB B.

C C

D D

NEW 30,000 GALLON UST

(SEE DRAWING MC101)

NEW 4,000 GALLON UST

(SEE DRAWING MC101)

BOTTOM ELEV = 62.00

BASE-BID: NEW BLAST WALL

(SEE DRAWING S560)

ALTERNATE: NEW 6' HIGH

FENCE WITH ANTI-RAM CABLE

NEW WATER TANK (SEE

DRAWING PS100)

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

RD

±1 ,10

0 S F

BU

ILD

IN

G

AD

DI

TI

ON

FF

E

.00

67.65

68.40

71.58

72.00

68.37

67.91

72.50

72.00

72.18

7 0

7 2

52 51

75.31

68.55

71.41

67.87

79 78 77 76 75

RETAINING WALL (SEE C402

RETAINING WALL DETAILS)

NEW METAL STAIRS

(SEE DRAWING AE102)

MATCH TO

EXISTING GRADE

MAX 2% CROSS-SLOPE

STORMWATER DETENTION

(SEE C301 UTILITY PLAN)

MAX 5% SLOPE

67.73

FFE = 68.50

BU

RY

S

EC

TI

ON

O F

SH

EE

T

PI

LE

S

3' M

IN

IM

UM

B

EL

OW

G

RA

DE

68.2768.50

4 ON 1 SLOPE

2 ON 1 SLOPE

2 ON 1 SLOPE

67.83

67.96

67.83

SLAB ELEV

= 68.00

67.43

67.96 BC

68.46 TC

68.02

67.71

67.73

67.17 BC

67.67 TC

67.40

66.88 BC

67.38 TC

INSTALL AND MAINTAIN

SILT SOCK INLET

PROTECTION (TYP.)

INSTALL AND MAINTAIN

COMPOST FILTER SOCK

EROSION CONTROL (TYP.)

INSTALL AND MAINTAIN

CONSTRUCTION

ENTRANCE

INSTALL AND MAINTAIN

COMPOST FILTER SOCK

EROSION CONTROL (TYP.)

PROVIDE EROSION

CONTROL BLANKET

ON ALL DISTURBED

PORTIONS OF HILL

PROVIDE EROSION

CONTROL BLANKET

ON ALL DISTURBED

PORTIONS OF HILL

PROVIDE EROSION CONTROL

BLANKET ON ALL PROPOSED

SLOPES GREATER THAN 15%

INSTALL AND MAINTAIN

CONCRETE WASHOUT

INSTALL AND MAINTAIN

SILT SOCK INLET

PROTECTION (TYP.)

INSTALL AND MAINTAIN

CONSTRUCTION

ENTRANCE

71.90

71.64

80 80

79 78

75 74 73

FFE = 72.00

72.50

72.4672.46

72.50

SA CO

HH

HH

E

E

SA CO

ST-CB-P1

ST-MH-P3

ST-MH-P2

ST-MH-P3

RIM=68.58

ST-CB-P1

RIM=67.28

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C401

1 GRADING AND EROSION CONTROL PLAN

SCALE: 1" = 10'

N

CIVIL

GRADING AND

EROSION CONTROL PLAN

C401

LMRRJS

NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE COR FOR EXCESS SOIL STOCKPILE LOCATIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY PROTECTION OF ADJACENT

UTILITIES, STRUCTURES, AND BUILDINGS NECESSARY FOR INSTALLATION OF THE

PROPOSED FUEL TANKS.

3. CONTRACTOR SHALL SHALL BE RESPONSIBLE FOR CLEANING AND SWEEPING PAVEMENT ON

AIR FORCE DRIVE TO ENSURE ROAD REMAINS CLEAN AND FREE OF CONSTRUCTION DEBRIS.

6.

A B C D

E

BB B.

C C

D D

3'

4.5

5'

3.5'

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

7 0

7 2

52 51

BU

RY

S

EC

TI

ON

O F

SH

EE

T

PI

LE

S

3' M

IN

IM

UM

B

EL

OW

G

RA

DE

SA CO

HH

E

E

SA CO

US

T

0+

US

T

0+

7' O.

C.

(T

YP

A-A' 0+00 A-A' 1+00 A-A' 1+62

B 0+24 B 1+00

B 1+72

C-C' 0+00 C-C' 1+00 C-C' 1+45

D- D'

D- D'

D-

D'

FREE / UNBONDED

SOIL ANCHOR (TYP.)

FIXED / BONDED

SOIL ANCHOR (TYP.)

SHEET PILE

RETAINING WALL

NEW 30,000 GALLON

UST (SEE MECHANICAL

PLANS FOR DETAILS)

NEW 30,000 GALLON

UST (SEE MECHANICAL

PLANS FOR DETAILS)

CAP SHEET PILE WALL

WITH FABRICATED

STEEL CAP (TYP.)

Profile View of A-A'

-29

-20

-10

-29.00

-20.00

-10.00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

0+00 0+50 1+00 1+50 1+80

GLACIAL OUTWASH-2

medium to fine SAND, trace Silt Navg = 14, f = 31°, g = 115 pcf

GLACIAL OUTWASH-3

coarse to fine SAND, little coarse to fine Gravel, little Silt

Navg = 24, f = 34°, g = 130 pcf

GLACIAL OUTWASH-1

Coarse to fine SAND, little coarse to fine Gravel, trace Silt

Navg = 13, f = 31°, g = 115 pcf

FILL

(coarse to fine SAND, little Silt, trace fine Gravel)

EXISTING BOILER HOUSE

BUILDING 10

PROPOSED

BUILDING ADDITION

30°'

EXISTING

RAILROAD TIE

KNEE-WALL

WHALER CONSISTS OF 2 -

GRADE A-50 C 12 X 30 CHANNELS

BACK TO BACK W/SHIM PLATE

GRADE A-50

PZ35 SHEET PILE

TOP OF SHEET PILE @ 3'-0" MIN.

ABOVE PARKING LOT GRADE

FREE / UNBONDED SOIL

ANCHOR LENGTH = 84.5'

FIXED / BONDED SOIL ANCHOR

LENGTH = 25', DIAMETER = 12"

EXISTING GRADE

PROPOSED GRADE

ASPHALT SECTION

(SEE DETAIL)

SOIL ANCHOR CONSISTS OF:

47-mm DIAMETER DYWIDAG

Y1050H THREAD BAR

100' MIN. LONG, GRADE

A-50 PZ35 SHEET PILE

WATER TABLE

250 PSF600 PSF

7,000 PSF

8.5' MIN.

22' SHEET PILE

EMBEDMENT

BELOW LOWEST

SEISMIC FAILURE

CIRCLE

EXISTING 4' HIGH

CHAIN LINK FENCE

EXISTING 4' HIGH

CHAIN LINK FENCE

NEW GUIDE RAIL

NOTE: FLOOR SLAB AND

FOUNDATIONS SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY

4,000 PSF4,000 PSF

FAILURE WEDGE UNDER

SEISMIC CONDITIONS

3,500 PSF

7,500 PSF10,750 PSF

Profile View of B

-31 -30

-20

-10

-31.00 -30.00

-20.00

-10.00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

0+00 0+50 1+00 1+50 1+80

GLACIAL OUTWASH-2

medium to fine SAND, trace Silt Navg = 14, f = 31°, g = 115 pcf

GLACIAL OUTWASH-3

coarse to fine SAND, little coarse to fine Gravel, little Silt

Navg = 24, f = 34°, g = 130 pcf

GLACIAL OUTWASH-1

Coarse to fine SAND, little coarse to fine Gravel, trace Silt

Navg = 13, f = 31°, g = 115 pcf

FILL

(coarse to fine SAND, little Silt, trace fine Gravel)

Navg = 8, f = 30°, g = 110 pcf

EXISTING BOILER HOUSE

BUILDING 10

NOTE: FLOOR SLAB AND

FOUNDATIONS SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY

30°'

EXISTING

RAILROAD TIE

KNEE-WALL

WHALER CONSISTS OF 2 -

GRADE A-50 C 12 X 30 CHANNELS

BACK TO BACK W/SHIM PLATE

GRADE A-50

PZ35 SHEET PILE

TOP OF SHEET PILE @ 3'-0" MIN.

ABOVE PARKING LOT GRADE

FREE / UNBONDED SOIL

ANCHOR LENGTH = 75'

FIXED / BONDED SOIL ANCHOR

LENGTH = 20', DIAMETER = 12"

EXISTING GRADE

PROPOSED GRADE

ASPHALT SECTION

(SEE DETAIL)

SOIL ANCHOR CONSISTS OF:

36-mm DIAMETER DYWIDAG

Y1050H THREAD BAR

100' MIN. LONG, GRADE

A-50 PZ35 SHEET PILE

WATER TABLE

250 PSF

400 PSF

3,500 PSF7,500 PSF

22' SHEET PILE

EMBEDMENT

BELOW LOWEST

SEISMIC FAILURE

CIRCLE

EXISTING 4' HIGH

CHAIN LINK FENCE

EXISTING 4' HIGH

CHAIN LINK FENCE

NEW GUIDE RAIL

FAILURE WEDGE UNDER

SEISMIC CONDITIONS

4,000 PSF

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

C401

1 RETAINING WALL AND SOIL ANCHOR PLAN VIEW

SCALE: 1" = 10'

N

RETAINING WALL NOTES:

1. THIS CROSS-SECTION WAS DEVELOPED BY SCALING THE DISTANCE FROM THE BOILER BUILDING (BUILDING 10) TO THE PROVIDED CONTOUR LINES

2. THE GEOTECHNICAL PROPERTIES PROVIDED ARE BASED ON THE INFORMATION PRESENTED ON THE BORINGS LOGS PROVIDED IN APPENDIX B OF THE REPORT TITLED:

SHEET PILE RETAINING WALL SYSTEM CALCULATIONS AND REPORT AND FROM THE COMPUTER PROGRAM TITLED: SHORING SUITE BY CIVILTECH SOFTWARE, INC.

C402

2 RETAINING WALL CROSS-SECTION A-A'

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 10'

CIVIL

RETAINING WALL DETAILS

C402

LMRRJS

C402

3 RETAINING WALL CROSS-SECTION B-B'

HORIZONTAL SCALE: 1" = 10'

6.

A B C D

E

BB B.

C C

D D

3'

4.5

5'

3.5'

LIMIT OF

DISTURBANCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

7 0

7 2

52 51

SA CO

HH

E

E

SA CO

US

T

0+

US

T

0+

7' O.

C.

(T

YP

A-A' 0+00 A-A' 1+00 A-A' 1+62

B 0+24 B 1+00

B 1+72

C-C' 0+00 C-C' 1+00 C-C' 1+45

D- D'

D- D'

D-

D'

FREE / UNBONDED

SOIL ANCHOR (TYP.)

FIXED / BONDED

SOIL ANCHOR (TYP.)

SHEET PILE

RETAINING WALL

NEW 30,000 GALLON

UST (SEE MECHANICAL

PLANS FOR DETAILS)

NEW 30,000 GALLON

UST (SEE MECHANICAL

PLANS FOR DETAILS)

CAP SHEET PILE WALL

WITH FABRICATED

STEEL CAP (TYP.)

Profile View of C-C'

-15

-10

-15.00

-10.00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

0+00 0+50 1+00 1+50 1+80

GLACIAL OUTWASH-2

medium to fine SAND, trace Silt Navg = 14, f = 31°, g = 115 pcf

GLACIAL OUTWASH-3

coarse to fine SAND, little coarse to fine Gravel, little Silt

Navg = 24, f = 34°, g = 130 pcf

GLACIAL OUTWASH-1

Coarse to fine SAND, little coarse to fine Gravel, trace Silt

Navg = 13, f = 31°, g = 115 pcf

FILL

(coarse to fine SAND, little Silt, trace fine Gravel)

Navg = 8, f = 30°, g = 110 pcf

WHALER CONSISTS OF 2 -

GRADE A-50 C 12 X 30 CHANNELS

BACK TO BACK W/SHIM PLATE

GRADE A-50

PZ35 SHEET PILE

FREE / UNBONDED SOIL

ANCHOR LENGTH = 62'

FIXED / BONDED SOIL ANCHOR

LENGTH = 20', DIAMETER = 12"

EXISTING GRADE

PROPOSED GRADE

SOIL ANCHOR CONSISTS OF:

32-mm DIAMETER DYWIDAG

Y1050H THREAD BAR

85' LONG, GRADE A-50

PZ35 SHEET PILE

WATER TABLE

6' MIN.

22' SHEET PILE

EMBEDMENT

BELOW LOWEST

SEISMIC FAILURE

CIRCLE

EXISTING 4' HIGH

CHAIN LINK FENCE

EXISTING 4' HIGH

CHAIN LINK FENCE

FAILURE WEDGE UNDER

SEISMIC CONDITIONS

EXISTING

RAILROAD TIE

KNEE-WALL

NEW 30,000

GAL UST

30°'

Profile View of D-D'

-31 -30

-20

-10

-31.00 -30.00

-20.00

-10.00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

0+00 0+50 1+00 1+50 1+60

GRADE A-50 PZ35

SHEET PILE (TYP.)

PROPOSED GRADE

EXISTING GRADE

7' (TYP.)

3'

3.5' 3.5'

3.5' 3' 3.5'

3.5'

3.5'

VEGETATED SURFACE ASPHALT PAVEMENT SURFACE

3.5'

3.5'

REFER TO CROSS-SECTIONS

FOR TIE BACK ROD DETAILS

WALER CONSISTS OF 2 - GRADE

A-50 C15 X 40 CHANNELS BACK

TO BACK W/SHIM PLATE

WALER CONSISTS OF 2 - GRADE

A-50 C15 X 40 CHANNELS BACK

TO BACK W/SHIM PLATE WALER CONSISTS OF 2 - GRADE

A-50 C15 X 40 CHANNELS BACK

TO BACK W/SHIM PLATE

7' (TYP.)

BURY SEGMENT OF SHEET

PILES 3' MINIMUM BELOW

GRADE. REFER TO C401

FOR GRADES

3.5'

WALER CONSISTS OF 2 - GRADE

A-50 C15 X 40 CHANNELS BACK

TO BACK W/SHIM PLATE

o n…