21b8 Attachment 2 Drawings.pdf

PDF 1 MB Posted Jun 23, 2021

Attached to: Repair Sewer Lateral, Building 106
Solicitation number: FA875121B0008
Issued by: Department of the Air Force Materiel Command Research Laboratory

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21b8 Attachment 1 Specifications.pdf	PDF	Jun 23, 2021

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M o o d y

S t r e e t

Lamp Post walk

B-106

AFRL

PAVEMENT

PAVILION

B-107

158 PARKING

SPOTS

88 PARKING

SPOTS

16"

14"

Hangar

Road date date date date

Air Force Research Laboratory Rome Research Site, New York

ROME RESEARCH SITE

PROJECT MANAGER:

DESIGNER:

DRAFTER:

SHEET TITLE:

PROJECT TITLE:

DATE:SHEET:DRAWING NO: FACILITY NO:

PROJECT NO:

REPAIR SEWER LATERAL

BUILDING 106 WEST

3 26 MAY 2021

KEP

ULDF 210002

BLDG. 3

CIVIL

SEWER REPLACEMENT

PLAN VIEW

CP101 1

KEP

UNDERGROUND STEAM

UNDERGROUND WATER

UNDERGROUND ELECTRIC

UNDERGROUND SEWER

1. WORKING HOURS: NO WORK SHALL COMMENCE ON THE JOB SITE PRIOR TO 7:00 A.M. NOR CONTINUE LATER THAN 6:00 P.M., MONDAY THORUGH FRIDAY.

2. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH DRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC NOTES

APPLICABLE TO THAT DRAWING.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS FOR THIS SPECIFIC GOVERNMENT PROJECT, UFC CODES, ORDINANCES AND REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND EXECUTION OF THE WORK SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS AND IS RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS AND PROCEDURES.

4. CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE WORK AND ALL TRADES INVOLVED TO AVOID CONFLICT IN THE LOCATION, INSTALLATION AND CONSTRUCTION OF ALL ITEMS OF WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS.

COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

5. CONTRACTOR SHALL LEAVE THE JOB SITE CLEAN AT THE END OF EACH WORKING DAY. ALL MATERIALS SHALL BE STORED IN A

NEAT AND SAFE PLACE TO PREVENT MISHAPS.

6. IN CASE OF ANY DISCREPANCY IN THE CONTRACT DOCUMENTS, CONSULT THE COR BEFORE PROCEEDING.

7. NO DIMENSIONS SHALL BE TAKEN BY SCALING FROM THE DRAWINGS. DETAILS TAKE PRECEDENCE OVER GENERAL SECTIONS OR PLANS. IF DIMENSIONS MUST BE CLARIFIED, CONSULT THE COR. REFER TO THE COVER SHEET FOR DIMENSIONS STANDARDS.

8. VERIFY ALL DIMENSIONS ON THE JOB SITE PRIOR TO ORDERING OF MATERIALS.

9. CONTRACTOR SHALL REVIEW ALL DRAWINGS BEFORE WORK BEGINS.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY DOCUMENTATION OF APPROVED MATERIALS AND

FOLLOW GOVERNMENT SPECIFICATIONS AND CODES.

11. CONTRACTOR IS TO INSTALL ALL MATERIALS SPECIFIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SPECIFIED. ALL GUARANTEES, INSTRUCTION BOOKLETS AND INFORMATION REGARDING MATERIALS USED SHALL BE HANDED DIRECTLY TO THE COR IN A MANILA ENVELOPE AT THE TIME OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL VERIFY THAT EVERY PIECE OF MATERIAL AND ALL EQUIPMENT IS IN PERFECT WORKING CONDITION AND THAT INFORMATION

ABOUT ALL WARRANTIES AND GUARANTEES IS MADE KNOWN TO THE COR.

12. THE INSTALLER OF MAJOR UNIT OF WORK IS REQUIRED TO INSPECT THE SUBSTRATE AND CONDITIONS TO RECEIVE MAINTENANCE AND SHALL REPORT ALL UNSATISFACTORY CONDITIONS TO THE GENERAL CONTRACTOR AND NOT PROCEED

UNTIL SATISFACTORY CONDITIONS ARE ATTAINED OR A WAY TO ADVANCE TO ADVISED.

GENERAL NOTES:

CONSTRUCTION NOTES:

PROJECT LOCATION

B U

I L D

I N

EXISTING CONDITIONS:

1. MAPPING WAS PROVIDED BY THE AIR FORCE RESEARCH LABORATORY AND GRIFFISS UTILITY SERVICES CORPORATION

INFORMATION.

2. UTILITY LOCATIONS ARE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IN THE FIELD PRIOR TO ANY EXCAVATION BEGINS AS

WELL AS ATTAIN A DIG PERMIT FROM AFRL.

3. ACCORDING TO RECORD DRAWINGS, STEAM, WATER AND ELECTRIC UNDERGROUND UTILITIES ARE ALL IN THE PROPOSED WORK

AREA FOR THE SEWER LATERAL REPLACEMENT.

EXCAVATION:

4. THE CONTRACTOR'S COMPETENT PERSON SHALL COMPLY WITH ALL OSHA WORK SAFETY STANDARDS INCLUDING BUT NOT

LIMITED TO IF A TRENCH BOX IS REQUIRED, SLOPING OF EXCAVATION AREA, ETC.

5. THE CONTRACTOR'S COMPETENT PERSON SHALL VERIFY FIELD CONDITIONS INCLUDING EXCAVATION DEPTH, GROUNDWATER

AND SOIL CONDITIONS.

7. EXCAVATED MATERIAL CAN BE REUSED FOR BACKFILL AFTER APPROVAL FROM AFRL ENVIRONMENTAL DEPARTMENT.

8. EXCAVATION SPOILS AND CONCRETE DEBRIS FROM SIDEWALK REMOVAL IS TO BE DISPOSED OF OFFSITE AT AN APPROVED

LOCATION.

9. BACKFILL, SELECT GRANULAR FILL AND BEDDING MATERIAL USED FOR PIPE INSTALLATION SHALL MEET NYSDOT STANDARD

SPECIFICATIONS SECTION 733-09, 733-11 AND 733-23 RESPECTIVELY.

10. EXCAVATED MATERIAL CAN BE REUSED AS BACKFILL IF IT IS SUITABLE. UNSUITABLE MATERIAL IS CONSIDERED ANY MATERIAL CONTAINING VEGETABLE OR ORGANIC MATTER, SUCH AS MUCK, PEAT, ORGANIC SILT, TOPSOIL OR SOD, OR OTHER MATERIAL

NOT SUITABLE FOR EMBANKMENT CONSTRUCTION.

CONCRETE:

11. CAST-IN-PLACE CONCRETE TO BE POURED FOR THE SIDEWALKS SHALL MEET THE FOLLOWING CRITERIA:

- NYSDOT TYPE D (STANDARD SPECIFICATIONS SECTION 501 AND 608)

- 3,000 PSI MINIMUM COMPRESSIVE STRENGTH

- SLUMP OF 1" TO 3"

- AIR CONTENT OF 6.5% (5.0% TO 8.0%)

- BROOM FINISH

- THICKNESS OF 5"

- CONTRACTION JOINTS AT EVERY 5' AT DEPTHS SHOWN ON SHEET CP501.

- EXPANSION JOINTS AT BUILDING 106 EXTERIOR WALL ABUTMENT AS WELL AS LOCATIONS DEPICTED ON SHEET CP501.

- DISCONTINUE PLACEMENT IF AMBIENT AIR TEMPERATURE FALLS BELOW 40 F.

PIPING:

8. NEW PIPING TO BE INSTALLED SHALL BE PVC, SCHEDULE 40, 6" IN DIAMETER MEETING ASTM D1785.

9. COUPLING FROM THE BUILDING 106 EXTERIOR WALL IS A REDUCER FROM 6" PVC PIPE TO 4" CAST IRON PIPE. FERNCO FLEXIBLE

COUPLING 1056-64 SHALL BE USED.

10. ANY ADDITIONAL COUPLINGS OR OTHER ATTACHMENTS TO EXISTING PIPING SHALL ALSO BE FERNCO PRODUCTS.

11. NEWLY INSTALLED PIPE SHALL BE SLOPED ENOUGH FOR POSITIVE FLOW FROM THE BUILDING TO THE MAIN SEWER LINE.

TOPSOIL AND SEEDING:

12. TOPSOIL SHALL MEET NYSDOT STANDARD SPECIFICATION SECTION 713-01.

13. SEEDING SHALL MEET NYSDOT STANDARD SPECIFICATION SECTION 713-04 AND BE SPREAD AT A RATE OF ONE AND A HALF TO

TWO TIMES THE MANUFACTURER'S RECOMMENDED RATE.

14. THE CONTRACTOR SHALL PERFORM THE INITIAL WATERING AND SHALL SPREAD STRAW UNIFORMLY IN A CONTINUOUS BLANKET

TO HIDE THE SOIL FROM VIEW.

15. TURF ESTABLISHMENT WILL BE ACCEPTED ONCE THE AREA IS FREE FROM BARE SPOTS GREATER THAN SIX INCHES IN DIAMETER, AT LEAST 90% OF THE GROUND SURFACE IS COVERED WITH APPROVED GRASS SPECIES AND DEMONSTRATES A HEALTHY GREEN

COLOR.

CONTACT INFORMATION:

GRIFFISS UTILITY: 315-838-4872

AFRL SECURITY OFFICE: 315-330-2961

AFRL COR: PEDER MESSINA, 315-330-2377 OR PEDER.MESSINA@US.AF.MIL

AFRL PROJECT MANAGER: KEN PFENDLER, 315-330-2592 OR KENNETH.PFENDLER@US.AF.MIL

TIE INTO

EXISTING WITH

FERNCO COUPLING

LEGEND:

0 10'5'4'3'2'1'

SCALE: 1" = 50"

PLAN VIEW

SAW CUT EXISTING CONCRETE

SIDEWALK AT A CONTRACTION

JOINT FOR REPLACEMENT

SAW CUT EXISTING CONCRETE

SIDEWALK AT A CONTRACTION

JOINT FOR REPLACEMENT

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date date date date

Air Force Research Laboratory Rome Research Site, New York

ROME RESEARCH SITE

PROJECT MANAGER:

DESIGNER:

DRAFTER:

SHEET TITLE:

PROJECT TITLE:

DATE:SHEET:DRAWING NO: FACILITY NO:

PROJECT NO:

REPAIR SEWER LATERAL

BUILDING 106 WEST

3 26 MAY 2021

KEP

ULDF 210002

BLDG. 3

CIVIL

SEWER REPLACEMENT

PLAN VIEW

CP201 2

KEP

ELEVATION VIEW

10'

11'

12'

13'

14'

15'

10'

11'

12'

13'

14'

15'

1'2'3'4'

5' 6'7'

8'9'

10' 11'12'

13'

14'

15' 16'17'18'19'

20' 22'23'24'

25' 26'27'28'29'

30' 31'32'33'34'

35' 36'37'38'39'

40' 41'42'43'44'

45' 46'47'48'49'

50'

GROUND SURFACE

ANTICIPATED DROP

FROM SEWER LATERAL

TO MAIN

LIMITS OF NEW PIPE INSTALLATION

WATER LINE

ELECTRIC LINE

STEAM LINE

NOTES:

1. LOCATIONS AND DIMENSIONS OF THE UTILITIES SHOWN ON THIS

DRAWING ARE NOT EXACT.

2. CONTRACTOR TO VERIFY ALL LOCATIONS AND DIMENSIONS OF

UTILITIES PRIOR TO EXCAVATION.

3. PIPING LAYOUT AS SHOWN IS WHAT IS ANTICIPATED IN THE FIELD BUT

CAN NOT BE VERIFIED UNTIL EXCAVATION OF THE WORK AREA IS

COMPLETED.

4. DOUBLE CLEAN-OUT PIPE FITTINGS ARE TO BE SCHEDULE 40 PVC AND

THE INSPECTION COVERS ARE TO BE LOCATED NEXT TO CONCRETE

SIDEWALK NOT CAST INTO THE CONCRETE.

5. COUPLINGS DEPICTED ARE TO BE MANUFACTURED BY FERNCO.

COUPLINGS ARE DEPICTED AT EVERY 10 LF, IF CONTRACTOR CAN

PROVIDE A LONGER LENGTH OF PIPE, COUPLINGS WILL NOT BE

REQUIRED AT THIS DISTANCE.

21'

0 10'5'4'3'2'1'

SCALE: 1" = 20"

B U

I L D

I N

SEWER MAIN LINE

INVERT

ELEVATION

PIPE &

TRENCH

M I N

TRENCH WIDTH

8" MIN.

12" MAX.

(TYP.)

12"

MIN.

CONCRETE SIDEWALK, SEE

DETAIL (2-CP501)

SURFACE RESTORATION, SEEDING

CRUSHED ROCK

OR SAND BEDDING

SUITABLE BACKFILL

SELECT GRANULAR

OR SAND BACKFILL

SELECT GRANULAR FILL

METALLIC TRACER WIRE

ABOVE PLASTIC PIPE

18" X

" SMOOTH DOWEL ROD.

DOWEL TO BE PAINTED AND

GREASED.

EXPANSION JOINT WITH DOWELS TO BE LOCATED ON 24" O.C.

WHERE WALK ABUTS CONCRETE CURBS, DRIVES, STRUCTURES

AND WHERE WALK CHANGES DIRECTION.

EXPANSION JOINT

CONTRACTION JOINT

6x6/2.1-2.1 WSW

5' MIN TO (W) MAX.

SIDEWALK PLAN

EXPANSION JOINT

DUMMY GROOVE CONTRACTION

JOINTS

PROVIDE EXPANSION JOINTS WHERE

SIDEWALK ABUTS STRUCTURES OR

OTHER SIDEWALKS

25' MAXIMUM BETWEEN EXPANSION JOINTS

6" (MIN.) CAST IRON

CLEAN-OUT BODY

TRAFFIC TYPE,

INSPECTION FRAME &

COVER

24" x 24" x 6" CONC. SUPPORT

BLOCK, 2" BELOW FINISHED GRADE

FINISH GRADE

RUBBER GASKET

CONNECTION

FULL SIZED, BRONZE,

RECESSED HEX HEAD

CLEAN-OUT PLUG,

DOPED AND MARKED "CO"

date date date date

Air Force Research Laboratory Rome Research Site, New York

ROME RESEARCH SITE

PROJECT MANAGER:

DESIGNER:

DRAFTER:

SHEET TITLE:

PROJECT TITLE:

DATE:SHEET:DRAWING NO: FACILITY NO:

PROJECT NO:

REPAIR SEWER LATERAL

BUILDING 106 WEST

3 15 APR 2021

KEP

ULDF210002

BLDG. 3

CIVIL

REPLACEMENT ELEVATION VIEW

AND DETAILS

CP501 3

KEP

SIDEWALK DETAILS

N.T.S.

YARD CLEANOUT DETAIL

N.T.S.

PIPE TRENCH DETAIL

N.T.S.

CP501

210002 Drawing CP101

Sheets and Views

CP101

210002 Drawing CP201

Sheets and Views

CP201

210002 Drawing CP501

Sheets and Views

CP501

File details come from the government source that posted it. Updated Jun 23, 2021.