Amend 0010Revised G-102.pdf

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HOUSATONIC RIVER CHANNEL

AVCO

CORPORATION

CITY OF BRIDGEPORT

CRIMBO

POINT

STRATFORD

REALITY

TRUST

CITIZENS

ICE &

COAL CO.

JETTY BEACON

TIDAL MUD FLATS

MARINE BASIN

MAIN STREET

MAIN STREET

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IF

F E

N S L

A N

E

B-2

B-1

B-52

B-15

B-65

B-58

B-13

B-38 B-37

B-64-1

B-44-1

B-44 B-48

B-12 B-10

B-8

B-7 B-7A

B-16

B-4

B-3A

B-3

B-67

B-64

B-70

B-77

B-36

B-41

B-19

BIT.

PARKING

B-6

B-53

B-61

B-71

B-18

B-9

B-17B-6A B-72

(BIT. PAVEMENT)

TOP OF DIKE

OUTFALL-8

WETLAND AREA

CHANNEL

DRAINAGE

AIRPORT

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P

A R

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IN

G

WOODY VEGETATION

(BUILDING NUMBER)

MUNICIPAL AIRPORT

STRATFORD

THE TOWN OF

EASEMENT FOR

SANITARY SEWER

EASEMENT

STATION

PUMP

EXISTING

CITIZENS

ICE &

COAL CO.

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PARKING

TRAILERS &

TEMPORARY

WATER

HIGH

MEAN

(HATCHED)

RIP RAP SLOPE

EXISTING

TRUCK TURNING &

MANEUVERING

RADIUS

BOUNDARY

PROPERTY

OTHERS

REMOVED BY

B-71 & B-18

AREA

MANAGEMENT

STORMWATER

TEMPORARY

DRAINAGE

CHANNEL

WATER

HIGH

MEAN

PARKING

TEMPORARY

STORAGE AREA

AND EQUIPMENT

DEWATERING

5,500 SF

EXISTING

CAPPED

RCRA

LANDFILL

EXISTING

CAPPED

RCRA

LANDFILL

EASEMENT

SANITARY SEWER

STRATFORD 15'

TOWN OF

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T E

G A

T E

G

ATE

FRASH

POND

CHECK-IN

SECURITY

DAILY

(SEE NOTE 8)

DISCHARGE POINT

DEWATERING

END OF THE SPECIFICATION PACKAGE)

CAUSEWAY REPAIR DOCUMENTS AT THE

ENGINEERED CONTROLS (REFER TO

PROTECT EXISTING MARINE MATTRESS

ACCESS WAY

TEMPORARY

24' WIDE

CONSTRUCT

ROAD

ACCESS

TEMPORARY

20' WIDE

CONSTRUCT

ROAD

TEMPORARY ACCESS

CONSTRUCT 20' WIDE

TO REAR OF BUILDINGS

ACCESS WAY

CONSTRUCT 20' WIDE

PAD

DECON.

5,000 SF

DECON. PAD

6,000 SF

DAMAGE DURING CONSTRUCTION

MATTING AND RIPRAP BANKS) FROM

SHORELINE CONTROLS (MARINE

PROTECT EXISTING ENGINEERED

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ENTRANCE/EXIT

CONSTRUCTION

STABILIZED

ACCESS WAY

WIDE TEMPORARY

CONSTRUCT 16'

EQUIPMENT STORAGE AREA

4,500 SF DEWATERING AND

SEE NOTE 7

SEDIMENT MANAGEMENT BINS

CONCRETE BLOCK

BINS. SEE NOTE 7

SEDIMENT MANAGEMENT

CONCRETE BLOCK

SOUTH PARKING

MAINTAIN EXISTING ACCESS ROAD

COMPLETION

CONDITIONS AT CONSTRUCTION

RESTORE TO PRE-CONSTRUCTION

MAINTAIN EXISTING ACCESS ROAD.

C

Y

C

Y

1000 CY

STOCKPILE

MATERIAL

SECONDARY

2,100 CY

OTHERS

REMOVED BY

B-16

SOUTHERN PARKING LOT

(RESERVED FOR FUTURE SITE WORK)

TOWN OF

STRATFORD

& DECON. PAD

STORAGE

EQUIPMENT

15,000 SF

NOTE 13

LANE, SEE

SNIFFENS

TRENCH

ACCESS WAY

WIDE TEMPORARY

CONSTRUCT 24' NORTH PARKING

BENEFICIAL REUSE STOCKPILE

WITH 47,000 CY MAXIMUM CAPACITY

MATS OVER WETLAND

ROAD USING WOOD RIG

TEMPORARY ACCESS

CONSTRUCT 20' WIDE

C

Y

(SEE NOTE 14)

STORAGE AREA

EQUIPMENT

DEWATERING AND

8,000 SF

(SEE NOTE 14)

TEMPORARY ACCESS ROAD

CONSTRUCT 24' WIDE

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A1

GENERAL PLAN VIEW

SCALE: 1" = 200'

N

400'0 200'

A N

S I

D

G-102

N SHEET NOTES:

C

Y

C

Y

SYSTEM

TREATMENT

WATER

EXISTING

STOCKPILE

CONCRETE

CRUSHED

EXISTING

WITH SITE MAINTENANCE COMPANY

EXISTING GAS LINE. COORDINATE

PROTECTIVE MEASURES OVER

TAKE EXTRA CAUTION AND

AND PUMPING, OR TRUCKING ACROSS SITE).

TRENCHING CONDUIT UNDER SNIFFENS LANE

THE WATER TREATMENT SYSTEM (E.G.

DITCH WORK AND SOUTHERN STOCKPILE TO

TRANSPORTING WATER FROM THE OUTFALL

CONTRACTOR SHALL PROPOSE A METHOD OF

AND DEFECTS PRIOR TO OPERATIONS. THE

PIPING SHALL BE INSPECTED DAILY FOR LEAKS

TREATMENT SYSTEM AND CONVEYANCE

IN SPECIFICATION SECTION 02 24 50. WATER

OFFSHORE OF THE CAUSEWAY AS DESCRIBED

DISCHARGE ACTIVITIES SHALL OCCUR

8. DEWATERING AND OTHER APPROVED WATER

S T

A G

IN

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B .S

P R

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U E 1 :1

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TESTING FOR ON-SITE/OFF-SITE DISPOSAL.

IMPACTED SEDIMENTS ALSO CONDUCT SAMPLING &

MIXING/PROCESSING OF ALL MATERIALS. FOR PCB

INTENDED FOR TEMPORARY STORAGE, DEWATEREING,

7. SEDIMENT MANAGEMENT BINS (SMB) SHOWN ARE

SHALL BE NO STEEPER THAN 1V:2H.

A MINIMUM OF 12" OF TOPSOIL. STOCKPILE SIDE SLOPES

6. THE NORTH LOT PCB STOCKPILE SHALL BE CAPPED WITH

L T

H

IB

O D

E A

U

BY COR. REFER TO SHEET C-102 FOR MINIMUM STORMWATER CONTROLS.

MANAGEMENT AREA PLANS TO BE SUBMITTED BY CONTRACTOR AND APPROVED

TEMPORARY STORMWATER MANAGEMENT AREAS. STORMWATER

5. BENEFICIAL RE-USE STOCKPILE TO BE GRADED TO SHED WATER TOWARDS

NORTHERN STOCKPILE.

CAPACITY AVAILABLE. ALL CATEGORIZED MATERIAL SHALL GO TO THE

55 00 AND 02 61 13. THE STOCKPILE SHOWN INDICATE THE MAXIMUM STORAGE

CEMENT TO MEET THE RE-USE REQUIREMENTS IN SPECIFICATION SECTIONS 02

ARE 1V:2H BASED ON STABILITY ANALYSIS AFTER THE ADDITION OF PORTLAND

OF THE PILE LABELED AT THE EXISTING GRADE (MLLW). SIDE SLOPES SHOWN

GREATER THAN AN 18' MAXIMUM HEIGHT. STOCKPILE SHOWN WITH THE BOTTOM

4. NORTH PARKING LOT BENEFICIAL RE-USE MATERIAL STOCKPILE SHALL HAVE NO

OTHER MATERIAL WILL BE DISPOSED OF OFF SITE.

SECTION 02 61 13 SUBPART "CONTAMINATED MATERIAL SEGREGATION". ALL

THE STANDARDS IDENTIFIED AS CATEGORIZED MATERIAL IN SPECIFICATION

3. NORTH BENEFICIAL RE-USE STOCKPILE SHOWN IS FOR MATERIAL THAT MEETS

AND COORDINATION" FOR FAA AND AIRPORT COORDINATION REQUIREMENTS.

2. REFER TO SPECIFICATIONS SECTION 01 30 00, SUBPART TITLED "FAA PERMIT

FOR SITE MAINTENANCE DURING CONSTRUCTION.

HAVE THE ACCESS TO EXISTING BUILDINGS AND SITE FEATURES THEY NEED

COORDINATE WITH THE SITE MAINTENANCE CONTRACTOR TO ENSURE THEY

LAYOUT WITHIN THEIR WORK PLAN SUBMITTAL, GIVEN THE SPACE AVAILABLE.

FOR CONSTRUCTION. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE

1. THIS SHEET REPRESENTS GENERAL ACCESS, STAGING AND UPLAND LOGISTICS

13.

CONTRACTOR FOR SYSTEM CAPABILITIES AND POTENTIAL FOR USE.

OF THE TREATMENT PROCESS. COORDINATE WITH THE SITE MAINTENANCE

REQUIREMENTS OF THIS CONTRACT BUT MAY BE USED AS A COMPONENT

IN USE BY ANYONE. THE SYSTEM IS NOT FULLY SUFFICIENT TO MEET THE

12. AN EXISTING WATER TREATMENT SYSTEM IS ON SITE AND NOT CURRENTLY

CAUSEWAY. REFER TO SHEETS CD102 AND CD104.

ROUTING TO THE CONSTRUCTION WATER TREATMENT PLANT NEAR THE

WORK AREA SHALL BE TRENCHED UNDER THE ROAD AT SNIFFENS LANE WHEN

DEWATERING/TREATMENT PIPING FROM THE SOUTHERN LOT AND OF-008

/1

/2

L T

H

IB

O D

E A

U

DEWATERING UNIT, SMB, OR STOCKPILE.

THAT LEAVES SEDIMENT IN A LOCATION ON SITE OTHER THAN A

SPILLAGE FROM THE SMB STORAGE, AND ANY OTHER ACTIVITY

SEDIMENTS LEAKING FROM TRANSPORTATION EQUIPMENT,

OF ALL MISPLACED MATERIAL. MISPLACED MATERIAL INCLUDES

ON SNIFFENS LANE. CONTRACTOR IS RESPONSIBLE FOR CLEAN-UP

REMEDIATION SEDIMENT FROM BEING MISPLACED ON THE SITE AND

ENTRANCE/EXIT AND TRUCKING CONTAINMENT TO PREVENT

11. CONTRACTOR SHALL HAVE SUFFICIENT CONSTRUCTION

THE GOVERNMENT.

THE DURATION OF CONSTRUCTION AT NO ADDITIONAL COST TO

KEEP ALL ACCESS ROADS IN GOOD WORKING ORDER THROUGHOUT

CRUSHED STONE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ROADS SHOWN ARE ASSUMED TO BE 12"-16" OF COMPACTED

COMPLETION OF CONSTRUCTION. NON-MAT TEMPORARY ACCESS

AND RESTORED TO PRE-CONSTRUCTION CONDITIONS AT THE

PURPOSES. ALL TEMPORARY ACCESS ROADS SHALL BE REMOVED

CONTRACTOR TO TEMPORARILY IMPROVE FOR CONSTRUCTION

TEMPORARY ACCESS ROAD LOCATIONS ARE INTENDED FOR

CONCRETE, GRAVEL, AND VEGETATED AREAS NEAR OUTFALL-008.

10. TEMPORY ACCESS ROADS WILL BE ON EXISTING PAVEMENT,

MANAGEMENT BINS AND ON-SITE RE-USE STOCKPILE.

EROSION AND CONTROL REQUIREMENTS FOR SEDIMENT

9. REFER TO SHEET C-103 AND SPECIFICATION SECTION 01 57 23 SOIL

1 1

THE COURSE OF CONSTRUCTION.

AREA AND AND DRIVING HEAVY EQUIPMENT ON THE CAUSEWAY OVER

THE CONTRACTOR'S WORK PLAN INCLUDE THE USE OF THE STORAGE

DEWATERING EQUIPMENT STORAGE AREA PAD ARE ONLY REQUIRED IF

14. THE 24-FOOT WIDE TEMPORARY ACCESS ROAD AND 8,000 SF

R E

V

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