Amendment 0007_Drawings.pdf

US Army Corps of Engineers ®

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SHEET INDEX - VOLUME FOUR

SHEET ID SHEET TITLE

FA114D FIRE ALARM PLAN - FOURTH FLOOR - SECTOR D

FA114E FIRE ALARM PLAN - FOURTH FLOOR - SECTOR E

FA114F FIRE ALARM PLAN - FOURTH FLOOR - SECTOR F

FA114H FIRE ALARM PLAN - FOURTH FLOOR - SECTOR H

FA114J FIRE ALARM PLAN - FOURTH FLOOR - SECTOR J

FA701 FIRE ALARM RISER & DETAILS

FA702 FIRE ALARM DETAILS

FA703 FIRE ALARM DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES

P-11B OVERALL PLAN - PARKING LEVEL B - PLUMBING DRAINAGE

P-11BA PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR A

P-11BB PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR B

P-11BC PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR C

P-11BD PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR D

P-11BE PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR E

P-11BF PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR F

P-11BG PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR G

P-11BH PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR H

P-11BJ PLUMBING FLOOR PLAN - PARKING LEVEL B - SECTOR J

P-11A OVERALL PLAN - PARKING LEVEL A - PLUMBING DRAINAGE

P-11AA PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR A

P-11AB PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR B

P-11AC PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR C

P-11AD PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR D

P-11AE PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR E

P-11AF PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR F

P-11AG PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR G

P-11AH PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR H

P-11AJ PLUMBING FLOOR PLAN - PARKING LEVEL A - SECTOR J

PL111 OVERALL PLAN - FIRST FLOOR - PLUMBING DRAINAGE

PL111D PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR D

PL111E PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR E

PL111F PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR F

PL111G PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR G

PL111H PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR H

PL111J PLUMBING DRAINAGE PLAN - FIRST FLOOR - SECTOR J

PL112 OVERALL PLAN - SECOND FLOOR - PLUMBING DRAINAGE

PL112D PLUMBING DRAINAGE PLAN - SECOND FLOOR - SECTOR D

PL112E PLUMBING DRAINAGE PLAN - SECOND FLOOR - SECTOR E

PL112F PLUMBING DRAINAGE PLAN - SECOND FLOOR - SECTOR F

PL112H PLUMBING DRAINAGE PLAN - SECOND FLOOR - SECTOR H

PL112J PLUMBING DRAINAGE PLAN - SECOND FLOOR - SECTOR J

PL113 OVERALL PLAN - THIRD FLOOR - PLUMBING DRAINAGE

PL113D PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR D

PL113E PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR E

PL113E.A PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR E (ALTERNATE)

PL113F PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR F

PL113H PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR H

PL113H.A PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR H (ALTERNATE)

PL113J PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR J

PL113J.A PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR J (ALTERNATE)

PL113L.A PLUMBING DRAINAGE PLAN - THIRD FLOOR - SECTOR L - BRIDGE TO MAHAN (ALTERNATE)

PL114 OVERALL PLAN - FOURTH FLOOR - PLUMBING DRAINAGE

PL114D PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR D

PL114E PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR E

PL114E.A PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR E (ALTERNATE)

PL114F PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR F

PL114H PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR H

PL114H.A PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR H (ALTERNATE)

PL114J PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR J

PL114J.A PLUMBING DRAINAGE PLAN - FOURTH FLOOR - SECTOR J (ALTERNATE)

PL115 PLUMBING DRAINAGE PLAN - ROOF

PL115.A PLUMBING DRAINAGE PLAN - ROOF (ALTERNATE)

PP111 OVERALL PLAN - FIRST FLOOR - PLUMBING SERVICE

PP111D PLUMBING SERVICE PLAN - FIRST FLOOR - SECTOR D

PP111E PLUMBING SERVICE PLAN - FIRST FLOOR - SECTOR E

PP111F PLUMBING SERVICE PLAN - FIRST FLOOR - SECTOR F

PP111H PLUMBING SERVICE PLAN - FIRST FLOOR - SECTOR H

PP111J PLUMBING SERVICE PLAN - FIRST FLOOR - SECTOR J

PP112 OVERALL PLAN - SECOND FLOOR - PLUMBING SERVICE

PP112D PLUMBING SERVICE PLAN - SECOND FLOOR - SECTOR D

PP112E PLUMBING SERVICE PLAN - SECOND FLOOR - SECTOR E

PP112F PLUMBING SERVICE PLAN - SECOND FLOOR - SECTOR F

PP112H PLUMBING SERVICE PLAN - SECOND FLOOR - SECTOR H

PP112J PLUMBING SERVICE PLAN - SECOND FLOOR - SECTOR J

PP113 OVERALL PLAN - THIRD FLOOR - PLUMBING SERVICE

PP113D PLUMBING SERVICE PLAN - THIRD FLOOR - SECTOR D

PP113E PLUMBING SERVICE PLAN - THIRD FLOOR - SECTOR E

PP113F PLUMBING SERVICE PLAN - THIRD FLOOR - SECTOR F

PP113J PLUMBING SERVICE PLAN - THIRD FLOOR - SECTOR J

PP114.A OVERALL PLAN - FOURTH FLOOR (ALTERNATE) - PLUMBING SERVICE

PP114D PLUMBING SERVICE PLAN - FOURTH FLOOR - SECTOR D

PP114EJ.A PLUMBING SERVICE PLAN - FOURTH FLOOR - SECTOR E (ALTERNATE)

P-401 ENLARGED PLUMBING PLANS - MECHANICAL ROOM

P-402 ENLARGED PLUMBING PLANS - RESTROOMS

P-501 PLUMBING DETAILS SHEET 1

P-502 PLUMBING DETAILS SHEET 2

P-503 PLUMBING DETAILS SHEET 3

P-601 PLUMBING SCHEDULES SHEET 1

P-602 PLUMBING SCHEDULES SHEET 2

P-701.1 SANITARY DRAINAGE RISER DIAGRAM PART 1

P-701.2 SANITARY DRAINAGE RISER DIAGRAM PART 2

P-701.3 SANITARY DRAINAGE RISER DIAGRAM PART 3

P-702.1 DOMESTIC WATER RISER DIAGRAM PART 1

P-702.2 DOMESTIC WATER RISER DIAGRAM PART 2

P-703.1 DIAGRAMS - STORM DRAINAGE RISER PART 1

P-703.2 DIAGRAMS - STORM DRAINAGE RISER PART 2

P-704 DIAGRAMS - NATURAL GAS RISER

P-705.1 DIAGRAMS - COMPRESSED AIR RISER PART 1

P-705.2 DIAGRAMS - COMPRESSED AIR RISER PART 2

P-706 TYPICAL RESTROOM RISER DIAGRAM

SHEET INDEX - VOLUME FOUR

SHEET ID SHEET TITLE

I-144E.A SIGNAGE LOCATION PLAN - FOURTH FLOOR - SECTOR E (ADD ALT #03)

I-144H.A SIGNAGE LOCATION PLAN - FOURTH FLOOR - SECTOR H (ADD ALT #03)

I-144J.A SIGNAGE LOCATION PLAN - FOURTH FLOOR - SECTOR J (ADD ALT #03)

I-501 INTERIOR DETAILS & FLOOR TRANSITIONS

I-502 INTERIOR DETAILS

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL NOTES

FX11B FIRE PROTECTION PLAN - PARKING LEVEL B - OVERALL

FX11BA FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR A

FX11BB FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR B

FX11BC FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR C

FX11BD FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR D

FX11BE FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR E

FX11BF FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR F

FX11BG FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR G

FX11BH FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR H

FX11BJ FIRE PROTECTION PLAN - PARKING LEVEL B - SECTOR J

FX11A FIRE PROTECTION PLAN - PARKING LEVEL A - OVERALL

FX11AA FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR A

FX11AB FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR B

FX11AC FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR C

FX11AD FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR D

FX11AE FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR E

FX11AF FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR F

FX11AG FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR G

FX11AH FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR H

FX11AJ FIRE PROTECTION PLAN - PARKING LEVEL A - SECTOR J

FX111 FIRE PROTECTION PLAN - FIRST FLOOR - OVERALL

FX111D FIRE PROTECTION PLAN - FIRST FLOOR - SECTOR D

FX111E FIRE PROTECTION PLAN - FIRST FLOOR - SECTOR E

FX111F FIRE PROTECTION PLAN - FIRST FLOOR - SECTOR F

FX111H FIRE PROTECTION PLAN - FIRST FLOOR - SECTOR H

FX111J FIRE PROTECTION PLAN - FIRST FLOOR - SECTOR J

FX112 FIRE PROTECTION PLAN - SECOND FLOOR - OVERALL

FX112.A FIRE PROTECTION PLAN - SECOND FLOOR - OVERALL (ALTERNATE)

FX112D FIRE PROTECTION PLAN - SECOND FLOOR - SECTOR D

FX112E FIRE PROTECTION PLAN - SECOND FLOOR - SECTOR E

FX112F FIRE PROTECTION PLAN - SECOND FLOOR - SECTOR F

FX112H FIRE PROTECTION PLAN - SECOND FLOOR - SECTOR H

FX112J FIRE PROTECTION PLAN - SECOND FLOOR - SECTOR J

FX113 FIRE PROTECTION PLAN - THIRD FLOOR - OVERALL

FX113D FIRE PROTECTION PLAN - THIRD FLOOR - SECTOR D

FX113E FIRE PROTECTION PLAN - THIRD FLOOR - SECTOR E

FX113F FIRE PROTECTION PLAN - THIRD FLOOR - SECTOR F

FX113H FIRE PROTECTION PLAN - THIRD FLOOR - SECTOR H

FX113J FIRE PROTECTION PLAN - THIRD FLOOR - SECTOR J

FX114 FIRE PROTECTION PLAN - FOURTH FLOOR - OVERALL

FX114.A FIRE PROTECTION PLAN - FOURTH FLOOR - OVERALL (ALTERNATE)

FX114D FIRE PROTECTION PLAN - FOURTH FLOOR - SECTOR D

FX114E FIRE PROTECTION PLAN - FOURTH FLOOR - SECTOR E

FX114F FIRE PROTECTION PLAN - FOURTH FLOOR - SECTOR F

FX114H FIRE PROTECTION PLAN - FOURTH FLOOR - SECTOR H

FX114J FIRE PROTECTION PLAN - FOURTH FLOOR - SECTOR J

FX701 FIRE PROTECTION DETAILS

FX702 FIRE PROTECTION DETAILS

FX703 FIRE PROTECTION RISER

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES

FA11B FIRE ALARM PLAN - PARKING LEVEL B - OVERALL

FA11BA FIRE ALARM PLAN - PARKING LEVEL B - SECTOR A

FA11BB FIRE ALARM PLAN - PARKING LEVEL B - SECTOR B

FA11BC FIRE ALARM PLAN - PARKING LEVEL B - SECTOR C

FA11BD FIRE ALARM PLAN - PARKING LEVEL B - SECTOR D

FA11BE FIRE ALARM PLAN - PARKING LEVEL B - SECTOR E

FA11BF FIRE ALARM PLAN - PARKING LEVEL B - SECTOR F

FA11BG FIRE ALARM PLAN - PARKING LEVEL B - SECTOR G

FA11BH FIRE ALARM PLAN - PARKING LEVEL B - SECTOR H

FA11BJ FIRE ALARM PLAN - PARKING LEVEL B - SECTOR J

FA11A FIRE ALARM PLAN - PARKING LEVEL A - OVERALL

FA11AA FIRE ALARM PLAN - PARKING LEVEL A - SECTOR A

FA11AB FIRE ALARM PLAN - PARKING LEVEL A - SECTOR B

FA11AC FIRE ALARM PLAN - PARKING LEVEL A - SECTOR C

FA11AD FIRE ALARM PLAN - PARKING LEVEL A - SECTOR D

FA11AE FIRE ALARM PLAN - PARKING LEVEL A - SECTOR E

FA11AF FIRE ALARM PLAN - PARKING LEVEL A - SECTOR F

FA11AG FIRE ALARM PLAN - PARKING LEVEL A - SECTOR G

FA11AH FIRE ALARM PLAN - PARKING LEVEL A - SECTOR H

FA11AJ FIRE ALARM PLAN - PARKING LEVEL A - SECTOR J

FA111 FIRE ALARM PLAN - FIRST FLOOR - OVERALL

FA111D FIRE ALARM PLAN - FIRST FLOOR - SECTOR D

FA111E FIRE ALARM PLAN - FIRST FLOOR - SECTOR E

FA111F FIRE ALARM PLAN - FIRST FLOOR - SECTOR F

FA111H FIRE ALARM PLAN - FIRST FLOOR - SECTOR H

FA111J FIRE ALARM PLAN - FIRST FLOOR - SECTOR J

FA112 FIRE ALARM PLAN - SECOND FLOOR - OVERALL

FA112.A FIRE ALARM PLAN - SECOND FLOOR - OVERALL (ALTERNATE)

FA112D FIRE ALARM PLAN - SECOND FLOOR - SECTOR D

FA112E FIRE ALARM PLAN - SECOND FLOOR - SECTOR E

FA112F FIRE ALARM PLAN - SECOND FLOOR - SECTOR F

FA112H FIRE ALARM PLAN - SECOND FLOOR - SECTOR H

FA112J FIRE ALARM PLAN - SECOND FLOOR - SECTOR J

FA113 FIRE ALARM PLAN - THIRD FLOOR - OVERALL

FA113.A FIRE ALARM PLAN - THIRD FLOOR - OVERALL (ALTERNATE)

FA113D FIRE ALARM PLAN - THIRD FLOOR - SECTOR D

FA113E FIRE ALARM PLAN - THIRD FLOOR - SECTOR E

FA113F FIRE ALARM PLAN - THIRD FLOOR - SECTOR F

FA113H FIRE ALARM PLAN - THIRD FLOOR - SECTOR H

FA113J FIRE ALARM PLAN - THIRD FLOOR - SECTOR J

FA114 FIRE ALARM PLAN - FOURTH FLOOR - OVERALL

FA114.A FIRE ALARM PLAN - FOURTH FLOOR - OVERALL (ALTERNATE)

SHEET INDEX - VOLUME FOUR

SHEET ID SHEET TITLE

GENERAL

G-001.4 COVER SHEET - VOLUME FOUR

G-002 SHEET INDEX - VOLUME ONE

G-003 SHEET INDEX - VOLUME TWO

G-004 SHEET INDEX - VOLUME THREE

G-005 SHEET INDEX - VOLUME FOUR

G-006 SHEET INDEX - VOLUME FIVE

G-007 SHEET INDEX - VOLUME SIX

INTERIORS

I-001 INTERIOR FINISH SCHEDULE & GENERAL NOTES

I-002 INTERIOR FINISH SCHEDULE (CONT.)

I-10B INTERIOR FINISH LOCATION PLAN - PARKING LEVEL B

I-10A INTERIOR FINISH LOCATION PLAN - PARKING LEVEL A

I-101 INTERIOR FINISH REFERENCE PLAN - FIRST FLOOR - OVERALL

I-101.A INTERIOR FINISH REFERENCE PLAN - FIRST FLOOR - BID ALTERNATES

I-101D INTERIOR FINISH LOCATION PLAN - FIRST FLOOR - SECTOR D

I-101E INTERIOR FINISH LOCATION PLAN - FIRST FLOOR - SECTOR E

I-101F INTERIOR FINISH LOCATION PLAN - FIRST FLOOR - SECTOR F

I-101H INTERIOR FINISH LOCATION PLAN - FIRST FLOOR - SECTOR H

I-101J INTERIOR FINISH LOCATION PLAN - FIRST FLOOR - SECTOR J

I-102 INTERIOR FINISH REFERENCE PLAN - SECOND FLOOR - OVERALL

I-102.A INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - BID ALTERNATES

I-102D INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - SECTOR D

I-102E INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - SECTOR E

I-102F INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - SECTOR F

I-102H INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - SECTOR H

I-102J INTERIOR FINISH LOCATION PLAN - SECOND FLOOR - SECTOR J

I-102L.A INTERIOR FINISH LOCATION PLAN - SECOND/THIRD FLOOR - SECTOR L (ADD ALT #01)

I-103 INTERIOR FINISH REFERENCE PLAN - THIRD FLOOR - OVERALL

I-103.A INTERIOR FINISH REFERENCE PLAN - THIRD FLOOR - BID ALTERNATES

I-103D INTERIOR FINISH LOCATION PLAN - THIRD FLOOR - SECTOR D

I-103E INTERIOR FINISH LOCATION PLAN - THIRD FLOOR - SECTOR E

I-103F INTERIOR FINISH LOCATION PLAN - THIRD FLOOR - SECTOR F

I-103H INTERIOR FINISH LOCATION PLAN - THIRD FLOOR - SECTOR H

I-103J INTERIOR FINISH LOCATION PLAN - THIRD FLOOR - SECTOR J

I-104 INTERIOR FINISH REFERENCE PLAN - FOURTH FLOOR - OVERALL

I-104.A INTERIOR FINISH REFERENCE PLAN - FOURTH FLOOR - OVERALL (ADD ALT #03)

I-104D INTERIOR FINISH LOCATION PLAN - FOURTH FLOOR - SECTOR D

I-104E.A INTERIOR FINISH LOCATION PLAN - FOURTH FLOOR - SECTOR E (ADD ALT #03)

I-104H.A INTERIOR FINISH LOCATION PLAN - FOURTH FLOOR - SECTOR H (ADD ALT #03)

I-104J.A INTERIOR FINISH LOCATION PLAN - FOURTH FLOOR - SECTOR J (ADD ALT #03)

I-120 ENLARGED PATTERN PLANS - ATRIUM & CORRIDORS

I-121 ENLARGED PATTERN PLANS - TYP. CLASSROOM SPACES

I-122 ENLARGED PATTERN PLANS - CAPSTONES

I-123 ENLARGED PATTERN PLANS - TOILET ROOMS

I-124.A FLOOR PATTERN PLAN - FIRST FLOOR (ADD ALT #05) & (ADD ALT #02)

I-125.A FLOOR PATTERN PLAN - SECOND FLOOR (ADD ALT #06) & (ADD ALT #02)

I-126.A FLOOR PATTERN PLAN - THIRD FLOOR (ADD ALT #06) & (ADD ALT #02)

I-127.A FLOOR PATTERN PLAN - FOURTH FLOOR (ADD ALT #03) & (ADD ALT #02)

I-128.A ENLARGED PATTERN PLANS - ADD ALTS

I-129 ENLARGED PATTERN PLANS - THIRD FLOOR TYP. CLASSROOM SPACES

I-130.1 FURNITURE SCHEDULE

I-130.2 ENLARGED FURNITURE PLANS AND ELEVATIONS

I-130.3 ENLARGED FURNITURE PLANS AND ELEVATIONS

I-131 FURNITURE REFERENCE PLAN - FIRST FLOOR - OVERALL

I-131D FURNITURE LOCATION PLAN - FIRST FLOOR - SECTOR D

I-131E FURNITURE LOCATION PLAN - FIRST FLOOR - SECTOR E

I-131F FURNITURE LOCATION PLAN - FIRST FLOOR - SECTOR F

I-131H FURNITURE LOCATION PLAN - FIRST FLOOR - SECTOR H

I-131J FURNITURE LOCATION PLAN - FIRST FLOOR - SECTOR J

I-132 FURNITURE REFERENCE PLAN - SECOND FLOOR - OVERALL

I-132D FURNITURE LOCATION PLAN - SECOND FLOOR - SECTOR D

I-132E FURNITURE LOCATION PLAN - SECOND FLOOR - SECTOR E

I-132F FURNITURE LOCATION PLAN - SECOND FLOOR - SECTOR F

I-132H FURNITURE LOCATION PLAN - SECOND FLOOR - SECTOR H

I-132J FURNITURE LOCATION PLAN - SECOND FLOOR - SECTOR J

I-132L.A FURNITURE LOCATION PLAN - SECOND/THIRD FLOOR - SECTOR L (ADD ALT #01)

I-133 FURNITURE REFERENCE PLAN - THIRD FLOOR - OVERALL

I-133D FURNITURE LOCATION PLAN - THIRD FLOOR - SECTOR D

I-133E FURNITURE LOCATION PLAN - THIRD FLOOR - SECTOR E

I-133F FURNITURE LOCATION PLAN - THIRD FLOOR - SECTOR F

I-133H FURNITURE LOCATION PLAN - THIRD FLOOR - SECTOR H

I-133J FURNITURE LOCATION PLAN- THIRD FLOOR - SECTOR J

I-134.A FURNITURE REFERENCE PLAN - FOURTH FLOOR - OVERALL (ADD ALT #03)

I-134E.A FURNITURE LOCATION PLAN - SECTOR E (ADD ALT #03)

I-134H.A FURNITURE LOCATION PLAN - FOURTH FLOOR - SECTOR H (ADD ALT #03)

I-134J.A FURNITURE LOCATION PLAN - FOURTH FLOOR - SECTOR J (ADD ALT #03)

I-140.1 SIGNAGE MOUNTING & GENERAL NOTES

I-140.2 SIGNAGE TYPES

I-140.3A SIGNAGE SCHEDULE

I-140.3B SIGNAGE SCHEDULE (CONT.)

I-140.4A SIGNAGE SCHEDULE (ADD ALT #01 AND #03)

I-14B SIGNAGE LOCATION PLANS - PARKING LEVEL B

I-14A SIGNAGE LOCATION PLANS - PARKING LEVEL A

I-141D SIGNAGE LOCATION PLAN - FIRST FLOOR - SECTOR D

I-141E SIGNAGE LOCATION PLAN - FIRST FLOOR - SECTOR E

I-141F SIGNAGE LOCATION PLAN - FIRST FLOOR - SECTOR F

I-141H SIGNAGE LOCATION PLAN - FIRST FLOOR - SECTOR H

I-141J SIGNAGE LOCATION PLAN - FIRST FLOOR - SECTOR J

I-142D SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR D

I-142E SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR E

I-142F SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR F

I-142H SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR H

I-142J SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR J

I-142L.A SIGNAGE LOCATION PLAN - SECOND FLOOR - SECTOR L (ADD ALT #01)

I-143D SIGNAGE LOCATION PLAN - THIRD FLOOR - SECTOR D

I-143E SIGNAGE LOCATION PLAN - THIRD FLOOR - SECTOR E

I-143F SIGNAGE LOCATION PLAN - THIRD FLOOR - SECTOR F

I-143H SIGNAGE LOCATION PLAN - THIRD FLOOR - SECTOR H

I-143J SIGNAGE LOCATION PLAN - THIRD FLOOR - SECTOR J

I-144D SIGNAGE LOCATION PLAN - FOURTH FLOOR - SECTOR D

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ROCK ANCHOR GENERAL NOTES:

1. DRILL ROCK ANCHOR HOLES TO THE DEPTH NOTED ON THE ROCK BOLT SCHEDULE ON THIS DRAWING.

2.CLEAN THE HOLES WITH WATER AND/OR AIR IMMEDIATELY BEFORE CEMENT GROUTING.

3.SMOOTH SHEATHING SHALL COVER THE UNBONDED (FREE) LENGTH OF THE ROCK ANCHOR. CENTRALIZERS SHALL BE SPACED AT 10' MAX. C-C SPACING

ALONG THE LENGTH OF THE ROCK ANCHOR.

4.PLACE CEMENT GROUT USING TREMIE PIPE WHICH EXTENDS TO THE BOTTOM OF ROCK ANCHOR. PUMP UNTIL CLEAN CEMENT GROUT IS FLOWING FROM THE

DRILL HOLE.

5. THE ROCK ANCHOR CEMENT GROUT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN SPECIFICATION SECTION 31 68 13.

6. THE CEMENT GROUT MIX SHALL BE ONE 94 LB. BAG OF PORTLAND CEMENT MIXED WITH 5 GALLONS OF POTABLE WATER. THE WATER-CEMENT RATIO SHOULD

BE BETWEEN 0.40 AND 0.45 BY WEIGHT.

7. THE ROCK ANCHOR SHALL BE ASTM A722, 150 KSI MINIMUM ULTIMATE STRENGTH THREADED BAR (ASTM A722/722M-18) AS MANUFACTURED BY WILLIAMS

FORM ENGINEERING CORP. OR APPROVED EQUAL.

8.BEARING PLATES SHALL BE 50 KSI STEEL.

9.PROVIDE A GENERALLY FLAT SURFACE FOR THE ROCK ANCHOR STEEL PLATE TO BEAR AGAINST THE ROCK FACE. INSTALL THE STEEL PLATE SO IT IS

PERPENDICULAR TO THE AXIS OF THE ROCK ANCHOR.

10. TEST ROCK ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS DESCRIBED ON DRAWING B-601.

11. THE ROCK ANCHOR LOCK-OFF LOAD SHALL NOT EXCEED 70% OF THE DESIGN LOAD OF THE PRESTRESSING STEEL.

12. IF ROCK ANCHOR LOCK-OFF FAILS OR PULL OUT FAILURE OCCURS, THEN THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACT OFFICER AND THE

ENGINEER BEFORE TAKING FURTHER ACTION.

13. ALL ROCK ANCHOR, BARS, BEARING PLATES AND NUTS SHALL BE EPOXY COATED.

14. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

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PLAN VIEW SIDE VIEW

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ROCK FALL PROTECTION MESH:

1. INSTALL ROCK FALL PROTECTION MESH TO THE LIMITS SHOWN ON THE CONTRACT DRAWINGS.

2. ROCK FALL PROTECTION MESH SHALL BE FIXED AT TOP OF ROCK CUT WITH ANCHORS TO BE DESIGNED BY CONTRACTOR AS PER

MANUFACTURES REQUIREMENTS.

3. ROCK FALL PROTECTION MESH SHALL BE MACCAFERRI - GALVANIZED DOUBLE TWISTED WIRE MESH 6X8 WITH NOMINAL MESH

OPENING OF 2.5 INCH AND MUST MEET MINIMUM CRITERIA AS FOLLOWS OR APPROVED EQUAL.

THE DOUBLE TWISTED HEXAGONAL MESH AND WIRE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A 975, STYLE 3 COATING, GALVANIZED AND PVC COATED STEEL WIRE.

MINIMUM MESH WIRE PROPERTIES SHALL BE AS FOLLOWS:

4. THE ROCK FALL PROTECTION MESH SHALL BE FASTENED TO THE ROCK ANCHORS USING SPIKE PLATE AS SHOW ON DRAWING B-501

AND TO THE LIMITS SHOWN ON THE CONTRACT DRAWINGS.

D

ROCK ANCHOR GENERAL NOTES:

1. DRILL ROCK ANCHOR HOLES TO THE DEPTH NOTED ON THE ROCK BOLT SCHEDULE ON THIS DRAWING.

2.CLEAN THE HOLES WITH WATER AND/OR AIR IMMEDIATELY BEFORE CEMENT GROUTING.

3.SMOOTH SHEATHING SHALL COVER THE UNBONDED (FREE) LENGTH OF THE ROCK ANCHOR. CENTRALIZERS SHALL BE SPACED AT 10' MAX. C-C

SPACING ALONG THE LENGTH OF THE ROCK ANCHOR.

4.PLACE CEMENT GROUT USING TREMIE PIPE WHICH EXTENDS TO THE BOTTOM OF ROCK ANCHOR. PUMP UNTIL CLEAN CEMENT GROUT IS

FLOWING FROM THE DRILL HOLE.

5. THE ROCK ANCHOR CEMENT GROUT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN SPECIFICATION SECTION 31 68 13.

6. THE CEMENT GROUT MIX SHALL BE ONE 94 LB. BAG OF PORTLAND CEMENT MIXED WITH 5 GALLONS OF POTABLE WATER. THE WATER-CEMENT

RATIO SHOULD BE BETWEEN 0.40 AND 0.45 BY WEIGHT.

7. THE ROCK ANCHOR SHALL BE ASTM A722, 150 KSI MINIMUM ULTIMATE STRENGTH THREADED BAR (ASTM A722/722M-18) AS MANUFACTURED BY

WILLIAMS FORM ENGINEERING CORP. OR APPROVED EQUAL.

8.BEARING PLATES SHALL BE 50 KSI STEEL.

9.PROVIDE A GENERALLY FLAT SURFACE FOR THE ROCK ANCHOR STEEL PLATE TO BEAR AGAINST THE ROCK FACE. INSTALL THE STEEL PLATE

SO IT IS PERPENDICULAR TO THE AXIS OF THE ROCK ANCHOR.

10. TEST ROCK ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS DESCRIBED ON DRAWING B-601.

11. THE ROCK ANCHOR LOCK-OFF LOAD SHALL NOT EXCEED 70% OF THE DESIGN LOAD OF THE PRESTRESSING STEEL.

12. IF ROCK ANCHOR LOCK-OFF FAILS OR PULL OUT FAILURE OCCURS, THEN THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACT

OFFICER AND THE ENGINEER BEFORE TAKING FURTHER ACTION.

13. ALL ROCK ANCHOR, BARS, BEARING PLATES AND NUTS SHALL BE EPOXY COATED.

14. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

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GROUT

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MAX SPACING

PLAN VIEW SIDE VIEW

DRY PACK PAD AS NEEDED

SPIKE PLATE

ROCK FALL

PROTECTION MESH

BEARING NUT

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PVC CENTRALIZER

@ 10'-0" C-C

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PRE-STRESSING STEEL BAR

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ROCK FALL PROTECTION MESH:

1. INSTALL ROCK FALL PROTECTION MESH TO THE LIMITS SHOWN ON THE CONTRACT DRAWINGS.

2. ROCK FALL PROTECTION MESH SHALL BE FIXED AT TOP OF ROCK CUT WITH ANCHORS TO BE DESIGNED BY CONTRACTOR AS PER

MANUFACTURES REQUIREMENTS.

3. ROCK FALL PROTECTION MESH SHALL BE MACCAFERRI - GALVANIZED DOUBLE TWISTED WIRE MESH 6X8 WITH NOMINAL MESH

OPENING OF 2.5 INCH AND MUST MEET MINIMUM CRITERIA AS FOLLOWS OR APPROVED EQUAL.

THE DOUBLE TWISTED HEXAGONAL MESH AND WIRE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A 975, STYLE 3 COATING, GALVANIZED AND PVC COATED STEEL WIRE.

MINIMUM MESH WIRE PROPERTIES SHALL BE AS FOLLOWS:

4. THE ROCK FALL PROTECTION MESH SHALL BE FASTENED TO THE ROCK ANCHORS USING SPIKE PLATE AS SHOW ON DRAWING B-501

AND TO THE LIMITS SHOWN ON THE CONTRACT DRAWINGS.

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THE MAXIMUM TEST LOAD IN A PROOF TEST SHALL BE HELD FOR TEN (10) MINUTES. THE JACK SHALL BE ADJUSTED AS NECESSARY IN ORDER TO MAINTAIN A CONSTANT LOAD.

THE LOAD-HOLD PERIOD SHALL START AS SOON AS THE MAXIMUM TEST LOAD IS APPLIED AND THE ROCK ANCHOR MOVEMENT WITH RESPECT TO A FIXED REFERENCE SHALL

BE MEASURED AND RECORDED AT 1 MINUTE, 2, 3, 4, 5, 6 AND 10 MINUTES. IF THE ROCK ANCHOR MOVEMENT BETWEEN ONE (1) AND TEN (10) MINUTES EXCEEDS 0.04 INCH, THE

MAXIMUM TEST LOAD SHALL BE HELD FOR AND ADDITIONAL 50 MINUTES. IF THE LOAD HOLD IS EXTENDED, THE GROUND ANCHOR MOVEMENTS SHALL BE RECORDED AT 15

MINUTES, 20, 30, 40, 50 AND 60 MINUTES.

1- EXTENDED CREEP TESTS:

A. AN EXTENDED CREEP TEST SHALL BE PERFORMED ON THE NUMBER OF ROCK ANCHORS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OF RECORD. THE

ENGINEER OR RECORD SHALL SELECT THE ROCK ANCHORS TO BE PERFORMANCE TESTED. THE STRESSING EQUIPMENT SHALL BE CAPABLE OF MEASURING AND

MAINTAINING THE HYDRAULIC PRESSURE WITHIN 50 PSI. A LOAD CELL SHALL BE USED TO MONITOR SMALL CHANGES IN LOAD DURING CONSTANT LOAD-HOLD PERIODS.

B. THE EXTENDED CREEP TEST SHALL BE MADE BY INCREMENTALLY LOADING AND UNLOADING THE ROCK ANCHOR IN ACCORDANCE WITH THE PERFORMANCE TEST

SCHEDULE IN SHOWN ON THIS PLAN. AT THE END OF EACH LOADING CYCLE, THE LOAD SHALL BE HELD CONSTANT FOR THE OBSERVATION PERIOD INDICATED IN THE

EXTENDED CREEP TEST SCHEDULE BELOW. IN A CREEP TEST, THE PRIMARY PRESSURE GAUGE AND REFERENCE PRESSURE GAUGE WILL BE USED TO MEASURE THE

APPLIED LOAD AND THE LOAD CELL WILL BE USED TO MONITOR SMALL CHANGES IN LOAD DURING CONSTANT LOAD-HOLD PERIODS. THE JACK SHALL BE ADJUSTED AS

NECESSARY IN ORDER TO MAINTAIN A CONSTANT LOAD.

C. THE CONTRACTOR SHALL PLOT THE ROCK ANCHOR MOVEMENT AND THE RESIDUAL MOVEMENT MEASURED IN AN EXTENDED CREEP TEST. THE CONTRACTOR SHALL ALSO

PLOT THE CREEP MOVEMENT FOR EACH LOAD HOLD AS A FUNCTION OF THE LOGARITHM OF TIME.

ROCK ANCHOR ACCEPTANCE CRITERIA:

A. A PERFORMANCE- TESTED OR PROOF- TESTED ROCK ANCHOR WITH A 10 MINUTE LOAD-HOLD SHALL BE ACCEPTABLE IF THE: (1) ROCK ANCHOR RESISTS THE MAXIMUM TEST LOAD

WITH LESS THAN 0.04 INCH OF MOVEMENT BETWEEN 1 MINUTE AND 10 MINUTES; AND (2) TOTAL ELASTIC MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE

THEORETICAL ELASTIC ELONGATION OF THE UNBONDED LENGTH.

B. A PERFORMANCE- TESTED OR PROOF- TESTED ROCK ANCHOR WITH A 60 MINUTE LOAD-HOLD SHALL BE ACCEPTABLE IF THE: (1) ROCK ANCHOR RESISTS THE MAXIMUM TEST LOAD

WITH A CREEP RATE THAT DOES NOT EXCEED 0.08 INCH IN THE LAST (0.2 MM)/LOG CYCLE OF TIME; AND (2) TOTAL ELASTIC MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80

PERCENT OF THE THEORETICAL ELASTIC ELONGATION OF THE FREE LENGTH.

C. A ROCK ANCHOR SUBJECTED TO EXTENDED CREEP TESTING IS ACCEPTABLE IF THE: (1) ROCK ANCHOR RESISTS THE MAXIMUM TEST LOAD WITH A CREEP RATE THAT DOES NOT

EXCEED 0.08 INCH IN THE LAST LOG CYCLE OF TIME; AND (2) TOTAL ELASTIC MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE THEORETICAL ELASTIC

ELONGATION OF THE UNBONDED LENGTH.

D. THE INITIAL LIFT-OFF READING SHALL BE WITHIN PLUS OR MINUS FIVE (5) PERCENT OF THE DESIGNED LOCK- OFF LOAD. IF THIS CRITERION IS NOT MET, THEN THE ANCHOR LOAD

SHALL BE ADJUSTED ACCORDINGLY AND THE INITIAL LIFT-OFF READING REPEATED.

PROCEDURES FOR ANCHORS FAILING ACCEPTANCE CRITERIA:

A. ANCHORS THAT DO NOT SATISFY THE MINIMUM APPARENT UNBONDED FREE LENGTH CRITERIA SHALL BE EITHER REJECTED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT OR LOCKED OFF AT NOT MORE THAN 50 PERCENT OF THE MAXIMUM ACCEPTABLE LOAD ATTAINED.

B. REGROUTABLE ANCHORS WHICH SATISFY THE MINIMUM APPARENT UNBONDED FREE LENGTH CRITERIA BUT WHICH FAIL THE EXTENDED CREEP TEST AT THE TEST LOAD MAY BE

POST-GROUTED AND SUBJECTED TO AN ENHANCED CREEP CRITERION. THIS ENHANCED CRITERION REQUIRES A CREEP MOVEMENT OF NOT MORE THAN 0.04 INCH BETWEEN 1

MINUTE AND 60 MINUTES AT TEST LOAD. ANCHORS WHICH SATISFY THE ENHANCED CREEP CRITERION SHALL BE LOCKED OFF AT THE DESIGN LOCK-OFF LOAD. ANCHORS WHICH

CANNOT BE POST- GROUTED OR REGROUTABLE ANCHORS THAT DO NOT SATISFY THE ENHANCED CREEP CRITERION SHALL EITHER BE REJECTED OR LOCKED OFF AT 50% OF THE

MAXIMUM ACCEPTABLE TEST LOAD ATTAINED.

ANCHOR LOCK-OFF:

A. AFTER TESTING HAS BEEN COMPLETED, THE LOAD IN THE ANCHOR SHALL BE SUCH THAT AFTER SEATING LOSSES (I.E., WEDGE SEATING), THE SPECIFIED LOCK-OFF LOAD HAS BEEN

APPLIED TO THE ANCHOR. IF NO LOCK-OFF LOAD IS PROVIDED ON THE PLANS, THE LOCK-OFF LOAD IS TO BE BETWEEN 75 AND 100 PERCENT OF THE ANCHOR DESIGN LOAD.

B-601

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STRESSING, LOAD TESTING AND ACCEPTANCE:

GENERAL: EACH ROCK ANCHOR SHALL BE TESTED. NO LOAD GREATER THAN TEN (10) PERCENT OF THE DESIGN LOAD CAN BE APPLIED TO THE ROCK ANCHOR PRIOR TO

TESTING. THE MAXIMUM TEST LOAD SHALL BE NO LESS THAN 1.33 TIMES THE DESIGN LOAD AND SHALL NOT EXCEED 80 PERCENT OF THE SPECIFIED MINIMUM ULTIMATE

TENSILE STRENGTH (SMTS) OF THE PRESTRESSING STEEL OF THE ANCHOR.

STRESSING EQUIPMENT: THE TESTING EQUIPMENT SHALL CONSIST OF:

A DIAL GAUGE OR VERNIER SCALE CAPABLE OF MEASURING TO THE NEAREST 0.001 INCH SHALL BE USED TO MEASURE THE ROCK ANCHOR MOVEMENT. THE

MOVEMENT-MEASURING DEVICE SHALL HAVE A MINIMUM TRAVEL EQUAL TO TWICE THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE

MAXIMUM TEST LOAD AND IT SHALL HAVE ADEQUATE TRAVEL, SO THE ROCK ANCHOR MOVEMENT CAN BE MEASURED WITHOUT RESETTING THE DEVICE AT AN INTERIM

POINT.

A HYDRAULIC JACK AND PUMP SHALL BE USED TO APPLY THE TEST LOAD. THE JACK AND A CALIBRATED PRIMARY PRESSURE GAUGE SHALL MEASURE THE APPLIED

LOAD. TESTING CANNOT COMMENCE UNTIL THE ENGINEER OF RECORD AND THE CONTRACTING OFFICER HAS APPROVED THE CALIBRATION. THE PRIMARY PRESSURE

GAUGE SHALL BE GRADUATED IN 100 PSI INCREMENTS OR LESS. STRESSING EQUIPMENT SHALL BE CAPABLE OF STRESSING THE WHOLE ANCHOR IN ONE STROKE TO

THE SPECIFIED TEST LOAD AND THE EQUIPMENT SHALL BE CAPABLE OF STRESSING THE ANCHOR TO THE MAXIMUM SPECIFIED TEST LOAD WITHIN 75 PERCENT OF THE

RATED CAPACITY. THE PUMP SHALL BE CAPABLE OF APPLYING EACH LOAD INCREMENT IN LESS THAN 60 SECONDS.

THE EQUIPMENT SHALL PERMIT THE ANCHOR TO BE STRESSED IN INCREMENTS SO THAT THE LOAD IN THE ANCHOR CAN BE RAISED OR LOWERED IN ACCORDANCE WITH

THE TEST SPECIFICATIONS AND ALLOW THE ANCHOR TO BE LIFT-OFF TESTED TO CONFIRM THE LOCK-OFF LOAD.

A CALIBRATED REFERENCE PRESSURE GAUGE SHALL ALSO BE KEPT AT THE SITE TO PERIODICALLY CHECK THE PRODUCTION (I.E., PRIMARY PRESSURE) GAUGE. THE

REFERENCE GAUGE SHALL BE CALIBRATED WITH THE TEST JACK AND PRIMARY PRESSURE GAUGE. THE REFERENCE PRESSURE GAUGE SHALL BE STORED INDOORS

AND NOT SUBJECTED TO ADVERSE TREATMENT.

THE CONTRACTOR SHALL PROVIDE AN ELECTRICAL RESISTANCE LOAD CELL AND READOUT TO BE USED WHEN PERFORMING AN EXTENDED CREEP TEST.

THE STRESSING EQUIPMENT SHALL BE PLACED OVER THE ROCK ANCHOR IN SUCH A MANNER THAT THE JACK, BEARING PLATES, LOAD CELLS AND STRESSING

ANCHORAGE ARE AXIALLY ALIGNED WITH THE TENDON AND THE TENDON IN CENTERED WITHIN THE EQUIPMENT.

LOAD TESTING SETUP:

A. DIAL GAUGES SHALL BEAR ON THE PULLING HEAD OF THE JACK AND THEIR STEMS SHALL BE COAXIAL WITH THE ANCHOR DIRECTION. THE GAUGES SHALL BE

SUPPORTED ON AN INDEPENDENT, FIXED FRAME, WHICH WILL NOT MOVE AS A RESULT OF STRESSING OR OTHER CONSTRUCTION ACTIVITIES DURING THE

OPERATION.

B. PRIOR TO SETTING THE DIAL GAUGES, AN ALIGNMENT LOAD (AL) OF NO MORE THAN 5 % OF DESIGN LOAD SHALL BE PLACED ON THE ANCHOR.

C. STRESSING SHALL NOT BEGIN BEFORE THE GROUT HAS REACHED ADEQUATE STRENGTH.

PERFORMANCE TESTS:

A. THE NUMBER OF ROCK ANCHORS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OF RECORD SHALL BE PERFORMANCE TESTED IN ACCORDANCE

WITH THE PROCEDURES DESCRIBED BELOW. THE ENGINEER OF RECORD SHALL SELECT THE GROUND ANCHORS TO BE PERFORMANCE TESTED. THE REMAINING

GROUND ANCHORS SHALL BE TESTED IN ACCORDANCE WITH THE PROOF TEST PROCEDURES (SEE PART 5).

B. THE PERFORMANCE TEST SHALL BE MADE BY INCREMENTALLY LOADING AND UNLOADING THE ROCK ANCHOR IN ACCORDANCE WITH THE SCHEDULE PROVIDED. THE

LOAD SHALL BE RAISED FROM ONE INCREMENT TO ANOTHER IMMEDIATELY AFTER RECORDING THE ROCK ANCHOR MOVEMENT. THE ROCK ANCHOR MOVEMENT

SHALL BE MEASURED AND RECORDED TO THE NEAREST 0.001 INCH WITH RESPECT TO AN INDEPENDENT FIXED POINT AT THE ALIGNMENT LOAD AND AT EACH

INCREMENT OF LOAD. THE LOAD SHALL BE MONITORED WITH THE PRIMARY PRESSURE GAUGE. THE REFERENCE PRESSURE GAUGE SHALL BE PLACED IN SERIES

WITH THE PRIMARY PRESSURE GAUGE DURING EACH PERFORMANCE TEST. IF THE LOAD DETERMINED BY THE REFERENCE PRESSURE GAUGE AND THE LOAD

DETERMINED BY THE PRIMARY PRESSURE GAUGE DIFFER BY MORE THAN TEN (10) PERCENT, THE JACK, THE PRIMARY PRESSURE GAUGE AND THE REFERENCE

PRESSURE GAUGE SHALL BE RECALIBRATED AT NO EXPENSE TO THE GOVERNMENT. AT LOAD INCREMENTS OTHER THAN THE MAXIMUM TEST LOAD, THE LOAD

SHALL BE HELD JUST LONG ENOUGH TO OBTAIN THE MOVEMENT READING.

C. THE MAXIMUM TEST LOAD IN A PERFORMANCE TEST SHALL BE HELD FOR TEN (10) MINUTES. (SEE PERFORMANCE TEST & SCHEDULE TABLE BELOW).

D. THE JACK SHALL BE ADJUSTED AS NECESSARY IN ORDER TO MAINTAIN A CONSTANT LOAD. THE LOAD-HOLD PERIOD SHALL START AS SOON AS THE MAXIMUM TEST LOAD IS APPLIED

AND THE ROCK ANCHOR MOVEMENT, WITH RESPECT TO A FIXED REFERENCE, SHALL BE MEASURED AND RECORDED AT 1 MINUTE, 2, 3, 4, 5, 6 AND 10 MINUTES. IF THE ROCK

ANCHOR MOVEMENT BETWEEN ONE (1) AND TEN (10) MINUTES EXCEEDS 0.04 INCH, THE MAXIMUM TEST LOAD SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES. IF THE LOAD-HOLD IS

EXTENDED, THE ROCK ANCHOR MOVEMENT SHALL BE RECORDED AT 15 MINUTES, 20, 30, 40, 50 AND 60 MINUTES.

PROOF TESTS:

THE PROOF TEST SHALL BE PERFORMED BY INCREMENTALLY LOADING THE ROCK ANCHOR IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. THE LOAD SHALL BE RAISED

FROM ONE INCREMENT TO ANOTHER IMMEDIATELY AFTER RECORDING THE ROCK ANCHOR MOVEMENT. THE ROCK ANCHOR MOVEMENT SHALL BE MEASURED AND RECORDED

TO THE NEAREST 0.001 INCH WITH RESPECT TO AN INDEPENDENT FIXED REFERENCE POINT AT THE ALIGNMENT LOAD AND AT EACH INCREMENT OF LOAD. THE LOAD SHALL BE

MONITORED WITH THE PRIMARY PRESSURE GAUGE. AT LOAD INCREMENTS OTHER THAN THE MAXIMUM TEST LOAD, THE LOAD SHALL BE HELD JUST LONG ENOUGH TO OBTAIN

THE MOVEMENT READING.

B

C

B

E

C

C

BM

W

W

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W

W

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D

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C B

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B

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S A

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D

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S

A

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A

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S

A

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A

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S

A

N

S

A

N

S

A

N

S

A

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S

A

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S

A

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S

A

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D

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D

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D

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S D

S D

S

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S

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D

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S D

S D

S

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S

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N

S

A

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S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

BRICK

BUILDING

(ELECTRICAL)

CONC

STAIRS

6' CHAIN LINK FENCE

GAS LINE ENCLOSURE

SHED

STONE

RETAINING WALL

STAIRS

RETAINING

WALL

RESERVED

PARKING

15 MPH

RESERVED

PARKING

ASPH. GUTTER

YIELD

15MPH

RESTRICTED PARKING

E

E

E

E

E

E

E

E

E

E

E

E

E

E

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

E

E

E E

E

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W

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W

W

W

W

W

W

W

W

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W

W

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W

W

W

W

W

W

W

C O

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H

P

S

H

P

S

H P

S

H P

S

H P

S

H P

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H P

S

H P

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H P

S

H P

S

H P

S

H P

S

H

P

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S

H

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S

H

P

S

H

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S

H

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S

H

P

S

W

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C O

M

M

C

O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C O

M M

C O

M M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C O

M M

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

E

E

E

E

E

E

E

E

E

E

E

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E

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E

E

E

E

E

E

E

E

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E

E

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E

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E

E

E

E

E

E

E

E

E

E

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E

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E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

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E

E

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E

E

E

E

E

E

E

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E

E

E

E

E

E

E

E

E

E

E

E

E

E

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E

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E

E

E

E

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E

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E

E

E

E

E

E

E

E

E

E

E

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E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

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

G

G

G

G

G

G

G

SAMH2487K29

RIM:154.76

(S) INV. IN:148.72

(SW) INV. IN:149.17

(W) INV. IN:149.17

INV. OUT:148.64

RIM:153.30

(S) INV. IN:149.02

(SW) INV. IN:148.99

(W) INV. IN:149.88

INV. OUT:148.92

SAMH2467K29

RIM:152.91

(S) INV. IN:149.36

(SW) INV. IN:149.91

INV. OUT:149.28

SWMH2477K29

RIM:153.22

(S) INV. IN:150.04

(SW) INV. IN:150.12

INV. OUT:149.97

SAMH9328K29

RIM:194.76

INV. IN:190.86

INV. OUT:190.43

RIM:200.99

TREE ROOT

OVER LID

SAMH9335K29

RIM:193.77

INV. IN:188.09

INV. OUT:188.46

STCB2483K29

RIM:146.24

INV. IN:141.62

INV. OUT:140.54

STCB2481K29

RIM:146.43

INV. OUT:143.11

STMH2488K29

RIM:155.45

(E) INV. OUT:150.40

(SW) INV. IN:150.65 (SEALED)

(W) INV. IN:150.65

RIM:151.77

(N) INV. OUT:145.52

(SW) INV. IN:147.22

STMH2506K29

RIM:159.83

(N) INV. IN:157.63

(E) INV. OUT:157.83

(S) INV. IN:157.23

(SE) INV. IN:158.13

(W) INV. IN:157.63

STMH2478K29

RIM:152.30

(W) INV. IN:148.10

(NW) INV. IN:148.35

INV. OUT:148.10

STCF9336K29

RIM:177.11

(SE) INV. IN:176.06

(SW) INV. IN:176.11

INV. OUT:175.91

6" PVC

STCF9337K29

RIM:187.46

INV. OUT:186.12

STCF9327K29

RIM:194.00

INV. IN:191.56

INV. OUT:191.30

STCB2501K29

RIM:165.08

INV. OUT:163.83

STCB2502K29

RIM:166.51

INV. OUT:162.81

STMH2510K29

RIM:182.40

(SW) INV. IN:179.40

(S) INV. IN:179.29

INV. OUT:179.15

STCF9337K29

RIM:195.73

INV. OUT:192.68

STCB2511K29

RIM:181.97

INV. OUT:179.70

STCB2496K29

RIM:169.91

INV. IN:165.29

INV. OUT:165.21

STCB2491K29

RIM:158.08

(SE) INV. IN:155.18

(SW) INV. IN:155.18

INV. OUT:155.15

STMH2498K29

RIM:179.16

(S) INV. IN:175.32

(W) INV. IN:175.23

INV. OUT:175.26

STMH2493K29

RIM:165.70

(SE) INV. IN:163.44

(NW) INV. IN:163.61

INV. OUT:163.02

STCB2492K29

RIM:158.22

(NE) INV. OUT:156.52

(NW) INV. OUT:156.42

STCB2499K29

RIM:178.92

INV. OUT:176.67

STORY

WOOD

FRAME

HOUSE

#9

4 B

AY

BRIC

K

GARAGE

2 STORY

WOOD FRAME

HOUSE

#10

S

T

O

T

A

I

N

I

W

L

L

W

I

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S

A

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W

I

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A

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1" TO 30"

WOODED AREA

1" - 30" MIXED

WOODED AREA

C

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N

T

T

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T H

A Y

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R O

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GARAGE

#20

P

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STORY

BRICK

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#8

2 STORY

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FRAME

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#7

2 STORY

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ORN.

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STOP

30"

OAK

24" OAK

5"

OAK

16"

LOCUST

14"

OAK

18"

SYC.

1" - 30" M

IX

E D

W O

O D

E D

A R

E A

ASPH.

PARKING

LOT

RIP RAP DITCH

24"

OAK

ASPH.

DRIVE

24"

OAK

ASPH.

DRIVE

16"

OAK

24"

OAK

W

O

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D

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A

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L

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S

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8"

PINE

6"

PINE

30"

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L

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12"

SPRUCE

10"

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8"

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24"

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ONE

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G

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G

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G

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PARKING

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PARKING

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ENTER

S

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WOODED AREA

WITH VISIBLE

BOULDERS

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A

I

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A

A

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C

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C

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B

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IN

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VAULT

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A

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X

X

X

X

G

G

G

G

G

G

G

G

G

G

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P

10" PVC

EXISTING WATERLINE PER

WEST POINT GIS MAPPING

APPROXIMATE LOCATION OF

EXISTING WATERLINE WITHIN

WODDED AREA PATH

W W W W W W W W W W W W W W

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

MEET

EXISTING

N

NOTES:

1. THE ENTIRE AREA WITHIN THE LIMIT OF PROJECT AREA SHALL

BE CLEARED AND REGRADED AS REQUIRED FOR

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

2. CONTRACTOR TRAILERS AND/OR MATERIAL STORAGE SHALL BE

KEPT WITHIN THE LIMIT OF PROJECT AREA. REFER TO SHEET

CS108 FOR ADDITIONAL STORAGE AND STAGING AREAS AND

TRUCK ACCESS.

3. EXCAVATE ROCK TO DEPTHS AS REQUIRED FOR

CONSTRUCTION OF SITE IMPROVEMENTS.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

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N

A1

DEMOLITION PLAN - SOUTH

SCALE: 1"=30'

SHEET KEYNOTES

1. INDIVIDUAL TREE(S) TBR (TYP.)

2. ASPHALT PAVEMENT / ASPHALT WALKWAY TBR

3. COMMUNICATION CONDUIT / DUCTBANK / MANHOLE / CABLING TBR

4. ELECTRICAL CONDUIT / DUCTBANK / MANHOLE TBR

5. CONCRETE DRAINAGE GUTTER TBR

6. STORM DRAINAGE PIPING SYSTEM AND STRUCTURES TBR (TYP.)

7. RETAINING WALL(S) AND STAIRS TBR (TYP.)

8. IRON FENCE AND GATE(S) TBR

9. SIGNAGE TBR (TYP.)

10. GUARDRAIL TBR

11. WOOD FRAME HOUSE / DECK / PORCH / PATIO / AC UNIT / BILCO DOOR,

ETC. TBR

12. STONE WALL(S) TBR (TYP.)

13. CONCRETE CURBING TBR (TYP.)

14. RIP RAP DRAINAGE TBR

15. LIGHT(S) UTILITY POLE(S) TBR (TYP.)

16. CONCRETE WALKWAY TBR (TYP.)

17. CONCRETE / STONE STAIRS TBR (TYP.)

18. SANITARY LINE TBR (TYP.)

19. SAW CUT EXISTING PAVEMENT

20. PAVEMENT REMOVAL FULL DEPTH FOR UTILITY INSTALLATION

21. PAVEMENT 2" MILLING

22. APPROXIMATE LIMIT OF PROJECT AREA

23. APPROXIMATE LIMIT OF ROCK EXCAVATION

24. WOODED AREA TO BE CLEARED OF ALL VEGETATION

25. WATERMAIN TBR, CUT & CAP @ EXISTING TO REMAIN, ALL LOCATIONS

26. APPROXIMATE LIMIT OF WOODED AREA REMOVAL. NEW TREE LINE

27. GARAGE AND ASPHALT DRIVE TBR

28. RETAINING WALL TBR (EXISTING WALL #27)

29. CHAIN LINK FENCE TBR

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AutoCAD SHX Text

CBS51

AutoCAD SHX Text

CBS52

AutoCAD SHX Text

CBS53

AutoCAD SHX Text

CBS54

AutoCAD SHX Text

CBS55

AutoCAD SHX Text

SB2

AutoCAD SHX Text B1

AutoCAD SHX Text

B1 (PHASE II)

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C-515

E1

CHILLED WATER TRENCH

NOT TO SCALE

75"

8" 60" 8"

TRENWA PRECAST

CONCRETE TRENCH,

OR APPROVED EQUAL

WATER TIGHT

NEOPRENE

BEARING PAD

IMPACT CHANNEL

TYPICAL SECTION (24"x60" INSIDE DIMENSION)

E3

NOT TO SCALE

CONCRETE PRECAST

TRENCH BOX (TYP.)

EXISTING GRADE

NYSDOT SUBBASE

TYPE 2

6"

(TYP.)

CHIP AWAY

EXISTING ROCK

E5

NOT TO SCALE

12"

M

I N

NATIVE SOIL BACK FILL

(TYP.)

EXISTING / PROPOSED

GRADE AS REQUIRED

NOTES:

1. PRECAST TRENCH SHALL BE DESIGNED FOR H20

LOADING.

2. PRECAST TRENCH SECTIONS SHALL BE 10' +/-.

NYSDOT SUBBASE

TYPE 2

E8

4" PERFORATED PIPE DRAIN

NOT TO SCALE

16"

FILTER FABRIC

4" PERFORATED

PVC PIPE

MIN. EQUAL TO

PIPE DIA.

4" MIN. (VARIES)

WALL

S L O

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A R

D D

R A

IN

NYSDOT CRUSHED GRAVEL TYPE 1

EXISTING UNDISTURBED SOIL /

COMPACTED STRUCTURAL FILL

D8

SWALE DETAIL (SW-2)

NOT TO SCALE

3'

EXISTING UNDISTURBED SOIL /

COMPACTED STRUCTURAL FILL

COMPACT TO 90% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

FINISHED GRADE

NOTE:

SEE DRAINAGE & UTILITY PLANS FOR SWALE SIZE & LOCATION.

3'

2'

0.5

SERVICE AREA

DRIVE CURB FACE

ROCK SLOPE AT

GRADE

"O"- RING WATERTIGHT

RUBBER GASKET JOINT PER

ASTM - 443

PRECAST PIPE OPENING

WITH INTEGALLY CAST

FLEXIBLE PIPE CONNECTOR

ASTM-923

FIRST PIECE 1'- 4" MAXIMUM

LENGTH OUTGOING PIPE

6" CRUSHED STONE

EXISTING UNDISTURBED SOIL /

COMPACTED STRUCTURAL FILL

4,000 PSI CONCRETE

90 P.V.C. ELBOW

6" MIN. CONCRETE ENCASEMENT

VARIABLE LENGTH

P.V.C.BEND AS REQUIRED

INCOMING PIPE

D

D

BENCHING

NON-SHRINK GROUT

OR APPROVED EQUAL

FOR CONSTRUCTION ABOVE

THIS POINT, SEE PRECAST

MANHOLE DETAIL

45° P.V.C. WYE BRANCH

(TEE IF DROP IS LESS

THAN 3'- 6")

A8

SANITARY DROP MANHOLE

NOT TO SCALE

" 3

1 2

1 4

3" 3"

3'-1 1/2" (TYP.)

4 x 9 ROUGH - SAWN

TIMBER GUARDRAIL

BLOCKOUT

6 x 10 x 9' - 11 1/2"

LONG ROUGH - SAWN

TIMBER GUARDRAIL

6"

4"

3/4"

CONCRETE

PAD

12"

(4) - 1" DIA. HIGH STRENGTH

(A325) KELBOND ANCHOR BOLTS

IN 1

" DIA. PREDRILLED HOLES

OR APPROVED EQUAL

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BASE PLATE

W6 X 20 POST

SECTION "A"

4 x 9 ROUGH - SAWN

TIMBER GUARDRAIL

BLOCKOUT

W6 X 20 POST

6 x 10 x 9' - 11 1/2" LONG

ROUGH - SAWN TIMBER

GUARDRAIL

BASE PLATE MOUNTING

FOR TIMBER GUIDERAIL

A

A

PLAN VIEW

STEEL BLOCKING PLATE

NOTE:

SEE SHEET C-516 FOR ADDITIONAL GUIDE RAIL

INFORMATION.

A1

SURFACE MOUNTED GUIDERAIL DETAIL

NOT TO SCALE

E

Q U

A

C E

1 1/2" DIA. STAINLESS

STEEL HANDRAIL

1 1/2" DIA. STAINLESS

STEEL POST @ 5'-0" O.C.

(MAX.)

(TYP.)

A5

SURFACE MOUNTED HANDRAIL DETAIL

NOT TO SCALE

6"x6"x1/2" THICK

STAINLESS STEEL

PLATE W/4 1/2" DIA. x 6"

LONG ANCHOR BOLTS

CONCRETE

LOADING DOCK

6" OPENING W/ SLOTTED

COVER AND DRAIN TO

DAYLIGHT EVERY 50'

NOTE:

PROVIDE EXTERIOR DRAINAGE SYSTEM PER CHILLED WATER

TRENCH INSTALLATION IN SOIL DETAIL.

NOTE:

PROVIDE EXTERIOR DRAINING SYSTEM ENTIRE LENGTH, PROVIDE

DISCHARGE PIPE TO DAY LIGHT EVERY 20'

FILTER FABRIC

NYSDOT CRUSHED

GRAVEL TYPE 1

18"

(MIN.)

3" RIP RAP

6" THICK

6" PERFORATED

PVC PIPE

6" SOLID WALL PVC PIPE

@ 0.50% MIN.

DISCHARGE PIPE

DAY LIGHT PIPE

PROVIDE 3'x3'x6" RIP

RAP PAD

12"THICK

CHILLED WATER TRENCH

INSTALLATION IN ROCK

CHILLED WATER TRENCH

INSTALLATION IN SOIL

EXTERIOR

DRAINAGE

SYSTEM

SOD

SOD ENTIRE WIDTH OF SWALE

C8

SWALE DETAIL (SW-1)

NOT TO SCALE

3'

EXISTING UNDISTURBED SOIL /

COMPACTED STRUCTURAL FILL

COMPACT TO 90% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

FINISHED GRADE

NOTE:

SEE DRAINAGE & UTILITY PLANS FOR SWALE SIZE & LOCATION.

3'

5'

SOD

SOD ENTIRE WIDTH OF SWALE

A M

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ELEVATION VIEW

GRADE RING/RISER

PER MANUFACTURER

CONTRACTOR TO GROUT

TO FINISHED GRADE

S U

M P

T Y

P

STEP

TYP.

TRANSFER OPENING

TRANSFER

OPENING

PLAN VIEW

(TOP SLAB NOT SHOWN FOR CLARITY)

DRAINDOWN

CARTRIDGE

DECK

WEIR

INLET

BAY

HI FLO

CARTRIDGE

STEPS

(LOCATION

MAY VARY)

OUTLET

BAY

BYPASS

WEIR

FLOATABLES

BAFFLE

OUTLET

TRANSFER

OPENING

INLET

TRANSFER

OPENING

CARTRIDGE DECK

CARTRIDGE

FRAME AND COVER

(PER MANUFACTURER)

11'-0"

INLET PIPE

OUTLET PIPE

BOTTOM OF

FLOATABLES

BAFFLE

TOP OF

BYPASS WEIR

SECTION A-A

DRAINDOWN

CARTRIDGE

CARTRIDGE

DECK

MAINTENANCE

ACCESS WALL

HI-FLO

CARTRIDGE

MAINTENANCE

ACCESS WALL

(M.A.W.)

CONTRACTOR TO GROUT

TO FINISHED GRADE

GRADE

RINGS/RISERS

OUTLET

PIPE

CARTRIDGE

DECK

SEPARATOR

SKIRT

INLET PIPE

(STANDARD 6" ABOVE

OUTLET, MAY VARY)

FRAME AND COVER

(PER MANUFACTURER)

6'-0"

PLAN VIEW

STEPS

(LOCATION

MAY VARY)

FLOW

F

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M

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FIBERGLASS SEPARATION

CYLINDER AND INLET

CENTER OF STRUCTURE,

SCREEN AND SUMP OPENING

PVC HYDRAULIC

SHEAR PLATE

1'-9"

FIBERGLASS

SEPARATION CYLINDER

AND INLET

SOLIDS STORAGE

SUMP

SEPARATION

SCREEN

INLET PIPE

(MULTIPLE INLET PIPES

MAY BE ACCOMMODATED)

OUTLET PIPE

PVC HYDRAULIC

SHEAR PLATE

M A

Y

V

A R

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FLOW

PERMANENT

POOL ELEV.

OIL BAFFLE

SKIRT

CONTRACTOR TO GROUT

TO FINISHED GRADE

GRADE

RINGS/RISERS

A

A

48" [1219] I.D. MANHOLE

STRUCTURE

TOP SLAB ACCESS

V A

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S

M

A

X

F

L

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+/-65°

M A

X

BB

FRAME AND COVER

(PER MANUFACTURER)

PLAN VIEW B-B

ELEVATION A-A

WATER QUALITY DESIGN NOTES

CARTRIDGE LENGTH

FLOW RATE HIGH-FLO / DRAINDOWN (CFS) (PER CART)

CARTRIDGE SELECTION

OUTLET INVERT TO STRUCTURE INVERT (A)

MAX. TREATMENT (CFS)

4.90 3.67 2.45 1.36

15"27"40"54"

0.049 / 0.0250.089 / 0.0450.133 / 0.0670.178 / 0.089

3'-3"4'-3"5'-4"6'-6"

DECK TO INSIDE TOP (MIN) (B)

5.00

THE TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE LENGTH AND THE NUMBER OF CARTRIDGES. THE

STANDARD PEAK DIVERSION STYLE WITH PRECAST TOP SLAB IS SHOWN. ALTERNATE OFFLINE VAULT AND/OR SHALLOW

ORIENTATIONS ARE AVAILABLE. A NYSDEC 1.40" WQ PEAK CONVEYANCE CAPACITY OF 3.35 CFS SHALL BE USED.

4.00 4.00 4.00

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C-517

A1

WATER QUALITY UNIT #1 DETAIL (WQS-1)

NOT TO SCALE

A5

WATER QUALITY UNIT #2 DETAIL (WQS-2)

NOT TO SCALE

C8

WATER QUALITY UNIT #3 AND #4 DETAIL (WQS-3 AND WQS-4)

NOT TO SCALE

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIALS ASSOCIATED WITH THE WATER QUALITY STRUCTURE.

2. THE WATER QUALITY STRUCTURE SHALL BE DESIGNED TO TREAT THE PEAK NYSDEC 1.40" WQ FLOW RATE OF 3.35 CFS WITH A VOLUME OF 12,647

CF. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.

3. PRECAST STRUCTURE, FRAMES, AND COVERS SHALL MEET AASHTO HS-25 LOADING.

4. CONTRACTOR SHALL CONFIRM ACTUAL GROUNDWATER ELEVATION PRIOR TO CONSTRUCTION.

5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857, ASTM C-918, AND AASHTO LOAD FACTOR DESIGN METHOD.

6. OUTLET PIPE INVERT IS EQUAL TO THE CARTRIDGE DECK ELEVATION.

7. THE OUTLET PIPE DIAMETER FOR NEW INSTALLATIONS IS RECOMMENDED TO BE ONE PIPE SIZE LARGER THAN THE INLET PIPE AT EQUAL OR

GREATER SLOPE.

INSTALLATION NOTES

A. THE CONTRACTOR SHALL PROVIDE ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS THAT ARE SITE-SPECIFIC DESIGN

CONSIDERATIONS. REQUIRED INSTALLATION MEASURES SHALL BE DESIGNED BY THE MANUFACTURER OR BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF NEW YORK.

B. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE.

C. CONTRACTOR SHALL INSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY AND EXIT POINTS (NON-SHRINK GROUT WITH

APPROVED WATERSTOP OR FLEXIBLE BOOT).

D. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.

E. CARTRIDGE INSTALLATION SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT THE

MANUFACTURER TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION.

WATER QUALITY DESIGN NOTES

THE TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES.

THE STANDARD MANHOLE STYLE IS SHOWN. Ø72" MANHOLE PEAK TREATMENT CAPACITY IS 1.16 CFS. IF THE SITE

CONDITIONS EXCEED 1.16 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.

CARTRIDGE DEPTH

FLOW RATE HIGH-FLO / DRAINDOWN (cfs) (per cart)

15"

CARTRIDGE SELECTION

27"40"54"

0.05 / 0.0250.09 / 0.0450.13 / 0.0650.18 / 0.09

MAX. CARTS HIGH-FLO / DRAINDOWN 6 / 1

3'-2"OUTLET INVERT TO STRUCTURE INVERT (A) 4'-2"5'-3"6'-5"

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE ALL MATERIALS ASSOCIATED WITH THE WATER QUALITY STRUCTURE.

2. THE WATER QUALITY STRUCTURE SHALL BE DESIGNED TO TREAT THE PEAK NYSDEC 1.40" WQ FLOW RATE OF 0.73 CFS

WITH A VOLUME OF 3,200 CF. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.

3. PRECAST STRUCTURE, FRAMES, AND COVERS SHALL MEET AASHTO HS-25 LOADING.

4. CONTRACTOR SHALL CONFIRM ACTUAL GROUNDWATER ELEVATION PRIOR TO CONSTRUCTION.

5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857, ASTM C-918, AND AASHTO LOAD…