3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

01

.dw

g, 4

/30

/20

20

3:1

4 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

VIRGIN ISLANDS WASTE MANAGEMENT AUTHORITY

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT NO.: 17-4224FEBRUARY 2019 (LAST REVISED 30 APRIL 2020)

VICINITY MAPSCALE: 1" = 1,000'

LOCATION MAPSCALE: 1" = 10,000'

PREPARED FOR/ SITE CONTACT

1 A & B DEMARARAST THOMAS, USVI 00802 CONTACT: ALEX BRUNEY, P.E. PHONE: (340) 715-9162FAX: (340) 774-1216

ENGINEER

OASIS CONSULTING SERVICES45 WOODSTOCK STREETROSWELL, GEORGIA 30075CONTACT: MICHAEL J. MONTELEONE, P.E.PHONE: (678) 739-2400FAX: (770) 552-5550

COVER SHEET

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 1

17-4224-71001

Sheet List Table

Sheet Number Sheet Title

1 COVER SHEET

2 EXISTING CONDITIONS AND DEMOLITION PLAN

3 SCALE AREA DETAIL PLAN VIEW

4 WATER TANK FOUNDATION PLAN

5 SCALE DETAIL (BY OTHERS)

6 SCALE DETAIL MODIFICATIONS

7 SCALE DETAIL MODIFICATIONS II

8 BELOW GROUND SANITARY SYSTEM

9 SCALE HOUSE FOUNDATION PLAN

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

OH

E

20.41

45.20

30

30

40

40

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

02

.dw

g, 4

/30

/20

20

3:1

5 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

SCRAP METAL STOCKPILETO BE REMOVED PRIOR TO

SCALE CONSTRUCTION

SCALE HOUSE AREA EXISTING CONDITIONS AND DEMOLITION PLANSCALE:1" = 10'

SCRAP METAL STOCKPILETO BE REMOVED PRIORTO WASTE PLACEMENT

SCRAP METAL STOCKPILETO BE REMOVED PRIOR TO311 ROAD REALIGNMENTAND WASTE PLACEMENT

GAS TOENERGYFACILITY

EXISTING

SCALE A

ND

BELOW

GRA

DE CO

NCRETE SCA

LE

FOU

ND

ATIO

N

EXISTING

SCALE H

OU

SE

AN

D CO

NCRETE

FOU

ND

ATIO

N

SCALE, CONCRETE SCALEFOUNDATION, AND SCALE HOUSE TO

BE DEMOLISHED AND REMOVED.BACKFILL PER SCOPE OF WORK NOTE 3.

NOTES

1. THE EXISTING TOPOGRAPHY SHOWN IS BASED ON A AERIAL SURVEY PROVIDEDBY CARIBBEAN AIR INC., PUERTO RICO, AND FLOWN ON 19 DECEMBER 2019.THE EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SHOWN IN AUTILITY PLAN PROVIDED BY ANTILLEAN ENGINEERS INC., ST. CROIX USVI, ANDDATED 14 JANUARY 2014.

2. THE HORIZONTAL DATUM IS BASED UPON NAD83 (FEET).

3. THE VERTICAL DATUM IS BASED UPON MEAN LOWER LOW WATER (NOS BM1639F).

LEGEND

PROPERTY BOUNDARY

PARCEL BOUNDARY

EXISTING GROUND ELEVATION (FEET)

EXISTING TREE LINE

EXISTING SANITARY SEWER

EXISTING OVERHEAD ELECTRIC

EXISTING GAS EXTRACTION WELL

EXISTING CONDENSATE TRAP

30

SS

OHE OHE OHE

EW-29

CT-1

C U R R E N

T P A T H

F O R T W

O W

A Y

3 1 1 A N

D L A

N D

F I L L T R A F F I C

F R O MB O V O N I

R D .

DEMOLITION SCOPE OF WORK:

1. REMOVE EXISTING SCALE AND CONCRETE FOUNDATION.

2. REMOVE EXISTING EXISTING SCALE HOUSE AND CONCRETE FOUNDATION.

3. BACKFILL AS REQUIRED TO ACHIEVE LEVEL GRADE. BACKFILL SHALL BECOMPACTED WITH HAND OPERATED COMPACTION EQUIPMENT.

4. BACKFILL MATERIAL SHALL BE MATERIALS CLASSIFIED AS SW, SM, SP, OR SC INACCORDANCE WITH ASTM D2487 AND SHALL BE WELL-GRADED, FREE OFORGANICS, FREE OF LUMPS LARGER THAN 3 INCHES, FREE OF ROCKS LARGERTHAN 2 INCHES, FREE OF DEBRIS AND VEGETATION, AND UNFROZEN.

EXISTING CONDITIONS AND DEMOLITION PLAN

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 2

17-4224-71002

PP

PP

PP

PP

PPPPPPPPPPPPPPPPP

PP

PP

PP

PP

P

P

P

40' RAMP

(SEE SHEET 6)

SCALE & FOUNDATION

14.25' X 60.08'

(SEE SHEET 5, 6, & 7)

40' RAMP

(SEE SHEET 6)

12' X 45'

SCALE HOUSE & FOUNDATION

(SEE SHEET 9)

POTABLE WATER PUMP& PRESSURE TANK SHALLBE LOCATED UNDERTRAILER PER NOTE 12.

5' (MAX)

(2) 1,000 GAL POTABLEWATER TANKS INSTALLEDPER NOTE 12

LOAD CELLWITH (2)BOLLARDS

BI-DIRECTIONALTRAFFIC SIGNAL

BI-DIRECTIONALTRAFFIC SIGNAL

MINIMIZE SEPARATIONBETWEEN SCALE HOUSE

TRAILER AND SCALEFOUNDATION

ALIGN CENTER OF SCALEHOUSE SERVICE WINDOWWITH ANTICIPATEDDRIVER LOCATION

(8)BOLLARDS

@6' O.C.

1,500 GAL PRECASTCONCRETE SEPTIC TANK WITHMICROFAST 0.5 WASTEWATERTREATMENT SYSTEM (SEESHEET 8)8'

8'

5'

12'-9"

5'-1

0"

1.5'

1.5'

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

02

.dw

g, 4

/30

/20

20

3:1

6 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

NOTES

1. THE EXISTING TOPOGRAPHY SHOWN IS BASED ON A AERIAL SURVEY PROVIDEDBY CARIBBEAN AIR INC., PUERTO RICO, AND FLOWN ON 19 DECEMBER 2019.THE EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SHOWN IN AUTILITY PLAN PROVIDED BY ANTILLEAN ENGINEERS INC., ST. CROIX USVI, ANDDATED 14 JANUARY 2014.

2. THE HORIZONTAL DATUM IS BASED UPON NAD83 (FEET).

3. THE VERTICAL DATUM IS BASED UPON MEAN LOWER LOW WATER (NOS BM1639F).

GAS TOENERGYFACILITY

F R O MB O V O N I

R D .

SCALE HOUSE AREA INTERIM SITE PLANSCALE: 1" = 10'

1. INSTALL UNDERGROUND ELECTRIC SERVICE CONDUITS FROM GAS TOENERGY DISTRIBUTION PANEL TO SCALE HOUSE, SCALE, AND POTABLEWATER SYSTEM.

2. INSTALL UNDERGROUND SANITARY SEWAGE TREATMENT SYSTEM, DRAINFIELD, AND PIPES TO FUTURE CONNECTION STUB OUTS. SEE DETAILS ONSHEET 8.

3. INSTALL UNDERGROUND CONDUITS BETWEEN SCALE HOUSE AND STUB OUTLOCATIONS FOR; SCALE LOAD CELL, REMOTE DISPLAY, LIGHTS, CAMERAS,AND TRAFFIC SIGNALS.

4. CONSTRUCT CONCRETE PAVEMENT (SEE DETAILS ON SHEET 6) UNDER SCALE.

5. CONSTRUCT CONCRETE SCALE RAMPS AND CONCRETE SCALE FOUNDATIONON TOP OF CONCRETE PAVING PER DETAILS ON SHEETS 5,6, AND 7 AND PERMANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL FOLLOW THEINSTRUCTION MANUAL PROVIDED BY THURMAN SCALE FOR "MECHANICALTRUCK SCALE MODELS 8130 & 8140". A PDF OF THIS MANUAL IS AVAILABLEFOR DOWNLOAD AT:

https://www.thurmanscale.com/product.cfm?pid=102407

6. ARRANGE FOR SCALE FOUNDATION INSPECTION BY TECHNICIANS FROMFAIRBANKS SCALES PRIOR TO PLACING SCALE ASSEMBLY.

7. LEVEL AND COMPACT GRADE BELOW SCALE HOUSE.

8. CONSTRUCT SCALE HOUSE FOUNDATION PER MANUFACTURERS DETAILSSHOWN ON SHEET 9.

9. INSTALL SCALE HOUSE TRAILER PROVIDED BY CLIENT AND FIELD FIT FINALCONNECTIONS FOR ELECTRICAL, AND SEWER.

10. INSTALL WATER STORAGE SYSTEM AND CONNECT TO SCALE HOUSEPLUMBING.

11. PENDING FOUNDATION INSPECTION APPROVAL, INSTALL CLIENT PROVIDEDTHURMAN SCALE MODEL 8140 WHICH WAS PURCHASED THROUGH:

FAIRBANKS SCALES821 LOCUST STREETKANSAS CITY, MISSOURI 64106(800) 451-4107PAULINA BATES(816) 663-8503SCALE# 63918-1SOLD TO: VIWMA

THE SCALE INSTRUMENTATION SHOULD INCLUDE:

· SVP LOAD CELL-INSTRUMT SURGE(FAIRBANKS PART # 14478)· FB2560 INSTRUMENT DESKTOP (FAIRBANKS PART # 36970)· INTERNAL ANALOG LOADCELL INTRF (FAIRBANKS PART # 31079)· OUTDOOR IP CAMERA - DAY/NIGHT (FAIRBANKS PART # 31080)· CAMERA POLE MOUNT PLATE (FAIRBANKS PART # 32373)· 1400-4 ACC 4" CLAMP TO MOUNT (FAIRBANKS PART # 15809)· 8-PORT ETHERNET SWITCH (FAIRBANKS PART # 4540036)· TRAFFIC LIGHT KIT, 2 DIRECTION (FAIRBANKS PART # 85292)· 2018 SER TRAFFIC LIGHT CTRLR (FAIRBANKS PART # 16163)· RELAY-I/O INTERFACE CARD KIT (FAIRBANKS PART # 30920)· L2300D LASER PRINTER - USB (FAIRBANKS PART # 36852)· USB CABLE - 6 FOOT (FAIRBANKS PART # 29827C)· 4 COND 18 GA. W/ SS OVERBRAID - 50 FOOT

(FAIRBANKS PART # 29878)

PLEASE NOTE THAT SOME INSTRUMENTATION MAY BE AVAILABLE ONSITE. CONTRACTOR SHALL COORDINATE APPROVAL OF EXISTING INSTRUMENTATION AND PROCUREMENT OF NEW INSTRUMENTATION WITHOWNER AND FAIRBANKS SCALES.

12. INSTALL POTABLE WATER SUPPLY SYSTEM AS FOLLOWS:

VENDOR SHALL SUPPLY THE FOLLOWING EQUIPMENT:

· POTABLE WATER STORAGE TANKS: 1,000 GALLON CAPACITY, UV-RATEDHDPE BY CUSTOM ROTO-MOLDING INC. OR APPROVED EQUAL.

· JET PUMP: FRANKLIN ELECTRIC 3/4 HP MODEL # FSWJ07P OR APPROVEDEQUAL.

· PRESSURE TANK: AMTROL 44 GALLON MODEL # WX-250 WITH INTEGRALPRESSURE SWITCH AND PUMP STAND MODEL # 398096 OR APPROVEDEQUAL.

· ALL ADDITIONAL REQUIRED VALVES, PIPING, AND CONNECTIONS.

ALL VALVES SHALL BE BALL-VALVE, BRASS, 1/4 TURN.

PROVIDED VALVES AT INLET AND OUTLET OF ALL INDIVIDUALCOMPONENTS.

TANK TO TANK TRANSFER PIPE SHALL BE 1 1/4" DIA SCHEDULE 40GALVANIZED STEEL.

TANK TO PUMP INLET PIPE SHALL BE 1 1/4" DIA SCHEDULE 40 GALVANIZEDSTEEL.

PUMP DISCHARGE TO SCALE HOUSE HEADER PIPE SHALL BE 1" DIASCHEDULE 40 GALVANIZED STEEL.

SCALE HOUSE HEADER PIPE SHALL BE 3/4" DIA SCHEDULE 40 PVC.

UNIT PIPING SHALL BE 1/2" DIA SCHEDULE 40 PVC.

13. CONTRACTOR SHALL FIELD FABRICATE SCALE HOUSE ACCESS STAIRS ASFOLLOWS:

· BASE MATERIAL SHALL BE GROUND CONTACT PRESSURE-TREATED LUMBER.· STRINGERS SHALL BE PREFABRICATED WITH 6.75" RISE x 10" RUN.· 4" x 4" POST SHALL BE EMBEDDED 24" (MIN) IN 12" DIA. CONCRETE FOOTING.· STAIRS SHALL BE 3' WIDE WITH 6 STEPS (FIELD VERIFY).· PROVIDE 3' x 3' TOP LANDING INSTALLED LEVEL WITH TRAILER DOOR

THRESHOLD.· PROVIDE GUARDRAIL AROUND LANDING AND HANDRAIL ALONG STAIRS.

P R E F E R R E D P A T H

F O R T W O W A Y

3 1 1 T R A F F I C

P R E F E R R E D P A T H F O R

S C A L E B Y P A S S T R A F F I C

P R E F E R R E D P A T H F O R

L A N D F I L L T R A F F I C

LEGEND

PROPERTY BOUNDARY

PARCEL BOUNDARY

EXISTING GROUND ELEVATION (FEET)

EXISTING TREE LINE

EXISTING SANITARY SEWER

EXISTING OVERHEAD ELECTRIC

EXISTING GAS EXTRACTION WELL

EXISTING CONDENSATE TRAP

30

SS

OHE OHE OHE

EW-29

CT-1

DESIGN BUILD SCOPE OF WORK:

SCALE AREA DETAIL PLAN VIEW

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 3

17-4224-71002

#4 BARS AT 1'-0"O.C., EACH WAY

2" CLEAR(TYPICAL)

COMPACTEDSUBGRADE

4"4"

SECTION ASCALE: 1" = 2'

PLAN VIEWSCALE: 1" = 2'

8'

16'

4' 4'8'

4'

45°'45°'

TIE DOWN TANKS WITH (2) 5/16"DIAMETER VINYL-COATEDGALVANIZED WIRE ROPE. PROVIDESOFTENER PADS AT TANK SHOULDERS.LOOP ENDS AROUND ANCHORS WITHSTAINLESS STEEL THIMBLE AND (3)CLAMPS. WIRE ROPES SHALL BEPULLED TAUT PRIOR TO FINAL CLAMPTIGHTENING

C.L.BOLLARDS

C.L.BOLLARDS

C.L.FOUNDATION

& (2) TANKS

1.5'

1.5'

.5'

FIELD LOCATE STAINLESS STEELTIE-DOWN D-RINGS (MINIMUM 1,000LB WORKING LOAD CAPACITY) ANDANCHOR TO CONCRETE WITHHEAVY-DUTY SCREW ANCHORS

BOLLARD(TYP)

1,000 GALPOTABLE

WATER TANK

1,000 GALPOTABLE

WATER TANK

6' 6' 6'

6'

C.L. TANK C.L. TANK

3.5'

3.5'

.125'

.5'

C.L. BOLLARDCROWNTO DRAIN

.5'

4'

1.5' DIA.CONC.

3.5'6" DIA. STD. PIPE. FILLWITH CONCRETE &PAINT SAFETY YELLOW.

CROWNTO DRAIN

1'-4"

4"

4"(2) #4 BARSCONTINUOUS ALLAROUND WITHSTANDARD HOOKSAT CORNERS

#4 BAR WITHSTANDARD HOOK AT12" ALL AROUND

1'-3"(MIN)

PIER

THICKEN PIER WHEREIN CONTACT WITH

GROUND TO ENSURE3" MINIMUM CLEAR

#4 TIES

CL

CL

CL

#4 BARS 112" CLEAR

(TYP)

PIER

1'6"

2"2"

1'

6"

2"

2"

PL 12"X8"X8" (A36) WITH(4) 12" DIA X 3" LONGWELDED STUDS

CL

CL

TRAILER I-BEAM(BY OTHERS)

TYP1/8

SECTION B-B

SECTION C-C

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

04

.dw

g, 4

/30

/20

20

3:1

7 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

WATER TANK FOUNDATION PLAN

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 4

17-4224-71004

SCALE DETAIL BY THURMAN SCALE, COLUMBUS OHIOINCLUDED AS SHEET 5 OF 9

SCALE HOUSE AREA IMPROVEMENTS SET

REFER TO DETAIL 1 ONSHEET 6 FOR MODIFIEDAPPROACH DETAIL

REFER TO DETAIL 1 ONSHEET 6 FOR MODIFIEDAPPROACH DETAIL

QUANTITIESSUPERSEDED BY DETAIL1 ON SHEET 6

NOTES:

1. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 3000 LB/SQ. FT. SOIL CONDITIONS TO BEDETERMINED BY ENGINEER (OASIS).

2. THE FOUNDATION SHALL BE INSTALLED AT AN ELEVATION AND LOCATION TO INSURE ADEQUATE DRAINAGE AWAYFROM SCALE. A PERIMETER TRENCH AND AGGREGATE BASE MAY BE ADDED IF DRAINAGE IS NOT SUFFICIENT TOMAINTAIN 3000 LB/SQ. FT. BEARING CAPACITY.

3. BOTTOM OF FOOTERS ARE TO BE BUILT ON TOP OF A 4" CONCRETE SLAB.. SEE SHEETS 6 AND 7 FOR ADDITIONALDETAILS.

4. N.I.S.T. H-44 REQUIREMENTS AND LOCAL WEIGHTS AND MEASURES REGULATIONS MAY REQUIRE INSTALLATIONPARAMETERS SOMEWHAT DIFFERENT THAN ILLUSTRATED ON THIS PLAN. IN ORDER TO INSURE COMPLIANCE,CONSULT THE LOCAL WEIGHS & MEASURES OFFICE PRIOR TO CONSTRUCTION.

5. DESIGN, MATERIALS AND WORKMANSHIP, INCLUDING SAMPLING AND TESTING, SHALL BE IN ACCORDANCE WITHTHE FOLLOWING LATEST EDITION STANDARDS, UNLESS OTHERWISE MODIFIED ON THE DESIGN DRAWINGS:ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETEACI 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTIONACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 347R GUIDE TO FORMWORK FOR CONCRETECRSI PLACING REINFORCING BARS

6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTEDOTHERWISE ON THE DESIGN DRAWINGS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL BE 4% TO7% AT THE TIME OF PLACEMENT. THE MAXIMUM SIZE AGGREGATE SHALL BE 1-1/2 INCHES. ADMIXTURES SHALL BEUSED ONLY AFTER OBTAINING ENGINEER'S APPROVAL.

7. REINFORCING STEEL BARS SHALL BE DEFORMED BARS, GRADE 60, CONFORMING TO ASTM A615.8. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 3/4" 45 DEGREE CHAMFER.9. PROVIDE A MINIMUM COVER OF 3" FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST

THE GROUND, UNLESS OTHERWISE NOTED.10. PROVIDE A MINIMUM COVER OF 2" FOR BARS LARGER THAN #5 AND 1 1/2" FOR #5 BARS OR SMALLER IF AFTER

REMOVAL OF FORMS THE CONCRETE IS EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, UNLESSOTHERWISE NOTED.

11. EMBEDMENT AND SPLICE LENGTHS FOR REINFORCING STEEL SHALL CONFORM TO ACI 318, UNLESS OTHERWISENOTED.

12. ALL REINFORCING BAR HOOKS SHOWN ON DRAWINGS SHALL BE ACI STANDARD 90 DEGREE HOOKS, UNLESSOTHERWISE NOTED.

13. EARTH FORMS ARE NOT PERMITTED.14. A MINIMUM OF ONE SET OF SIX CONCRETE TEST CYLINDERS (6” DIAMETER) SHALL BE TAKEN FOR EVERY 150 CUBIC

YARDS OF CONCRETE OR ONE SET PER DAY, IF LESS THAN 150 CUBIC YARDS OF CONCRETE ARE PLACED. FRESHCONCRETE SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH ASTM C172. CYLINDERS SHALL BE MADE INACCORDANCE WITH ASTM C31 AND TESTED IN ACCORDANCE WITH ASTM C39. FOR EACH SET OF TEST CYLINDERSTAKEN, A SLUMP TEST (ASTM C143), AIR CONTENT TEST (ASTM C231 OR ASTM C173), TEMPERATURE TEST (ASTM C1064)AND DENSITY TEST (ASTM C138) SHALL BE TAKEN. CONCRETE STRENGTHS FOR ACCEPTANCE SHALL BE THE AVERAGEOF AT LEAST TWO 6”X12” CYLINDERS TESTED AT 28 DAYS.

15. PIERS MUST BE LEVEL AND IN THE SAME PLANE WITH ±1/8 INCH.16. EXCAVATION, FORMS, REINFORCING STEEL, GUARD POSTS, AND CONCRETE FURNISHED BY OTHERS.17. DO NOT PLACE REBAR IN CLOSE PROXIMITY OF ANCHOR BOLTS.

SHEET 5 OF 9

REFER TO DETAIL 1ON SHEET 6 FORREVISED CONCRETEPAVING UNDERDECK

1'-10" MINNOTE 3

14'-3"

10' APPROACH

0'-6"CURB

13'-3"DRIVELANE

10' DRIVELANE

2'-112" CURB

2'-112" CURB

10'-0" APPROACH 30' -0" RAMP

0'-8"TOP OFDRIVE LANE

BOLLARDS (2) 30' RAMP

#4 BARS @ 1'-0"ON CENTER,3" CLEAR (MIN.)

SECTION A

PLAN VIEW

0'-6"CURB

APPROACH COPING3"x3"x 14" (SUPPLIED WITHSCALE) BOLT APPROACHCOPING TO FORMS.REMOVE BOLTS WHILECONCRETE IS GREEN.

#4 BARS AT 1'-0" ONCENTER , 3" CLEAR (MIN.)

4,000 P.S.I. CONCRETE(SEE NOTE 6 ON SHEET 5)

#4 U BARS AT 1'-0" ONCENTER , VERTICAL, WITH2 BENDS, 3" CLEAR (MIN.)

#4 BARS AT1'-0" O. C.,3" CLEAR (MIN.)

3'

10% SLOPE

COMPACTEDBACKFILL

COMPACTEDSUBGRADE

APPROACH COPING3" x 3" x 14" (SUPPLIEDWITH SCALE. TRIM ASREQUIRED)

1'-10"

1'-10"

0'-6"

EDGE OF CURB(TYP)

1'

10% SLOPE

(2) #4 BARS

(2) #4 BARS

SEE PREVIOUSPAGE FOR

FOUNDATIONAND ANCHOR

DETAILS

1'-6"

1'

0'-10"

#4 BARS AT 1'-0"O.C., 1-1/2" CLEAR

4"CONCRETE

SLAB

7'-112"

10'-1012"

18'CONCRETE

SLAB UNDER SCALEFOUNDATIONS

62'-1" CONCRETE SLAB UNDERSCALE FOUNDATIONS

2%

SLO

PE

PROVIDE CONTINUOUS 12" x 4 FOAMEXPANSION JOINT BETWEEN SLABAND PIERS SHOWN ON SHEET 5(TYPICAL 6 LOCATIONS)

PROVIDE (2) #4 x 12"REENTRANT BARS ATALL INSIDE CORNERSWHERE SLAB IS POUREDAROUND PIERS SHOWNON SHEET 5 (TYPICAL 14LOCATIONS).

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

04

.dw

g, 4

/30

/20

20

3:1

7 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

SCALE DETAIL MODIFICATIONS I

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE .

17-4224-71004

18' CONCRETE SLAB UNDER SCALE FOUNDATIONS

14'-3"

14'-3"

10'-0"

2'-112"

2'-112"

12'-3"1'-0" 1'-0"

14'-3"

13'-3" 0'-6"0'-6"

0'-8" (TYP)

0'-6" CURB (TYP)

TOP OFDRIVE LANE

#4 BARS AT 1'-0" O.C.,3" CLEAR

(1) #4 BAR, 1'-0" O.C.(TYP. PER SIDE.)

#4 U BARS AT 1'-0" O.C.,VERTICAL, WITH 2 BENDS,3" CLEAR

#4 BARS AT 1'-0" O.C. ,EACH WAY, TOP ANDBOTTOM,

#4 BARS WITH STANDARDHOOK, AT 1'-0" O.C.(TYP. PER SIDE.) (STARTINGFROM BOLLARDS TO END)

SECTION DSCALE: 1" = 2'

SECTION CSCALE: 1" = 2'

SECTION BSCALE: 1" = 2'

THIS ALTERNATE APPROACH DETAIL WAS CREATED TOALLOW THE SCALE TO BE INSTALLED 3'-0" ABOVEGRADE, AND WILL REPLACE THE 10 FT APPROACH

SHOWN ON SHEET 5

PLEASE REFER TO SHEET 5 FOR ADDITIONAL DETAILSAND NOTES.

BOLLARDS (2)6"Ø STD. PIPE. FILLWITH CONCRETE &PAINT SAFETY YELLOW.CROWN TO DRAIN.

#4 BARS WITH STANDARDHOOK, AT 1'-0" O.C. (TYP)

#4 BARS, 1'-0" O.C.(TYP. PER SIDE)

#4 BARS AT 1'-0" O.C.(TYP. PER SIDE.)

#4 BARS , 3" CLEAR

#4 BARS AT 1'-0" O.C.,3" CLEAR

4,000 P.S.I. CONCRETE

4,000 P.S.I. CONCRETE

4,000 P.S.I. CONCRETE(SEE NOTE 6 ON SHEET 5)

4'

TOP OFDRIVE LANE

TOP OFDRIVE LANE

(2) #4 BARS, 1'-0"O.C. (TYP. PER SIDE)

COMPACTEDSUBGRADE

COMPACTEDSUBGRADE

COMPACTEDBACKFILL

1'-6"

34" FILLET TYPICALALL EXPOSEDCORNERS

SEE SHEET 5 FOR FOUNDATIONAND ANCHOR DETAILS.

COMPACTEDSUBGRADE

4"CONCRETE

SLAB

#4 BARS AT 1'-0"O.C., 1-1/2" CLEAR

7'-112"10'-101

2"

3'

1.5'

(2) #4 BARS(TYP PER SIDE)

PROVIDE CONTINUOUS 12" x 4"FOAM EXPANSION JOINTBETWEEN SLAB AND PIERSSHOWN ON SHEET 5(TYPICAL 6 LOCATIONS).

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

04

.dw

g, 4

/30

/20

20

3:1

7 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

SCALE MODIFICATIONS II

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 7

17-4224-71004

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

04

.dw

g, 4

/30

/20

20

3:1

8 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

VIRGIN ISLANDS WASTE MANAGEMENT AUTHORITYBOVONI LANDFILL

SCALE HOUSE AREA IMPROVEMENTSWASTE WATER MANAGEMENT

BELOW GROUND SANITARY SYSTEM

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 8

17-4224-71004

GIVEN:

· 6 PERSONNEL· 6 D/WK MANNING· TREATMENT NOT NECESSARY BUT ACCEPTABLE· COLLECTED WW PUMPED OUT PERIODICALLY AND TRANSPORTED TO A

WWTP

BASIS:

· 20-GAL PER DAY (-GPD) PER EMPLOYEE, FACTORIES, INDUSTRIES1· 36 HOUR TREATMENT DURATION2· ASSUME 10 TRUCK DRIVERS PER DAY USE BATHROOM· USE 3 COMPARTMENT SEPTIC TANK, WITH 10 DAY STORAGE· 2 COMPARTMENTS FOR TREATMENT AND SOLIDS SETTLING· 1 COMPARTMENT FOR CLEAR LIQUID OVERFLOW· 10 DAY SEPARATE STORAGE TANK TO MINIMIZE PUMP OUTS

REFERENCES:

1. STANDARDS OF WASTEWATER FACILITY CONSTRUCTION: R.61-67, STATE OFSOUTH CAROLINA, DEPT OF HEALTH AND ENVIRONMENTAL CONTROL, JUNE26, 2015, APPENDIX A 19-GPD PER PERSON, ROUND TO 20-GPD.

2. MANUAL OF INSTRUCTION FOR WASTEWATER TREATMENT PLANTOPERATORS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION, VOL 1, PAGE 4-1

CALCULATIONS:

· 6 PERSONNEL PLUS 10 TRUCK DRIVERS = 16 X 20-GPDPC = 320-GPD· MINIMUM TREATMENT HOLD TIME REQUIRES 320/.67 = 480-GPD· MINIMUM 10 DAY CLEAR, SEPTIC TREATED, LIQUID = 320 X 10 = 3,200-GAL

RECOMMENDED EQUIPMENT:

· MICROFAST 0.5 WASTEWATER TREATMENT SYSTEM· LOCAL DISTRIBUTOR: OTL MECHANICAL INC.

340-778-3156OTLMECHANICAL@YAHOO.COM

· 1500-GAL, TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK

INSTALLATION NOTES:

· THE CONTRACTOR SHALL FURNISH AND INSTALL WASTEWATERTREATMENT SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS.

· THE CONTRACTOR SHALL FURNISH AND INSTALL MISCELLANEOUS PIPES,VALVES, WIRING, ETC. NECESSARY TO ENSURE A COMPLETE, TURN-KEYINSTALLATION IN ACCORDANCE WITH LOCAL CODES, MANUFACTURER'SRECOMMENDATIONS, AND BEST PRACTICES.

· THE CONTRACTOR SHALL INSTALL A GRAVITY FLOW DRAINAGE SYSTEMAND SHALL BE RESPONSIBLE FOR DETERMINING APPROPRIATE DRAIN FIELDSIZE IN ACCORDANCE WITH LOCAL CODES AND BEST PRACTICES.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGPERMITTING AND INSPECTIONS WITH THE LOCAL ISSUING AUTHORITY.

3

1

2

DESIGN BY:

2/1/19

A B C D E F

SITE: TITLE:

DRAWN BY:

CHECKED BY:

REVIEWED BY:

APPROVED BY:

DATE BY:

PROJECT NO.:

FILE:

SHEET NO.:

BOVONI LANDFILLST. THOMAS, U.S. VIRGIN ISLANDS

SCALE HOUSE AREA IMPROVEMENTSDESIGN BUILD SET

PROJECT:

OF

REV.:

REV. DATE DESCRIPTION DRN APP

0 DRAFT RWL MJM

PREPARED BY:PREPARED FOR:

C:\

Use

rs\r

low

ry\D

eskt

op

\LO

CA

L C

AD

D\s

har

ed\A

pp

lied

\CA

DD

\PRO

JEC

TS\V

\VIW

MA

\ST

THO

MA

S\B

OV

ON

I LF\

17

-42

24

-71

00

0\D

RAW

ING

S\1

7-4

22

4-7

10

04

.dw

g, 4

/30

/20

20

3:1

8 P

M, R

OG

ER L

OW

RY

4

3

1

2

4

A B C D E F

79

17-4224

FEBRUARY 2019

45 WOODSTOCK STREETROSWELL, GEORGIA 30075

PHONE: (678) 739-2400 ● FAX: (770) 552-5550

1 A & B DEMARARAST THOMAS, USVI 00802

PHONE: (340) 715-9100 ● FAX: (340) 774-1216

ISSUED FOR BID

2/27/191 REVISE SCALE HOUSE RWL MJM

3/21/192 REMOVE SCALE HOUSE DETAILS RWL MJM

3/21/193 ADD BELOW GROUND SANITARY SYSTEM SS MJM

5/2/194 REVISE INTERIM SCALE HOUSE LOCATION RWL MJM

7/19/195 REVISE SCALE DETAILS TO INCREASE HEIGHT RWL MJM

8/22/196 REVISE HOLDING TANK SIZE, LOCATION, AND DETAILS RWL MJM

4/30/207 REVISE SCALE PAD AND SCALE HOUSE PIERS PER CLIENT RWL MJM

SCALE HOUSE FOUNDATION PLAN

G. WASDIN

R. W. LOWRY

G. WASDIN

M. J. MONTELEONE

M. J. MONTELEONE 9

17-4224-71004

USE SCALE HOUSE REINFORCEDCONCRETE PIER DETAIL 3 ON SHEET 4