WPC_Add5_Drawings_190809.pdf

GC100

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SITE ACCESS PLAN

NOT TO SCALE

PLAN

NORTH

1. CONTRACTOR SHALL BRING MATERIALS TO THE SITE BASED ON

'ON-TIME DELIVERY' IN COORDINATION WITH THE CONTRACTING

OFFICER.

2. SEE SHEETS CG111 AND CG112 FOR CONTRACTOR LAYDOWN AREA

DETAILS.

3. CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER TO

PROTECT THE CEMETERY OUTSIDE THE PROJECT AREA.

CONSTRUCTION SITE ACCESS NOTES

SOURCE: ESRI, DIGITALGLOBE

HAUL ROUTE

LEGEND

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GENERAL SHEET NOTES

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SCALE 1" = 30'

GROUND IMPROVEMENT PLAN EXTENTS

A1

B-101

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LEGEND

1. CONTRACTOR TO LOCATE ALL UTILITIES/UNDERGROUND

STRUCTURES PRIOR TO START TO WORK.

2. VIBRATION MONITORING POINTS SHOWN ARE MINIMUM

LOCATIONS. A VIBRATION MONITORING PLAN SHALL BE

SUBMITTED AS DESCRIBED IN SPECIFICATION SECTION 31

60 00.

3. INCLINOMETER SHALL BE INSTALLED AT THE PROPOSED

LOCATIONS BEYOND THE TOE OF THE CAST-IN-PLACE

FOOTINGS. INCLINOMETERS SHALL BE INSTALLED TO KEY 1

FOOT INTO BEDROCK, ANTICIPATED BETWEEN El. 105 AND

El. 108. AN INSTALLATION PLAN SHALL BE SUBMITTED AS

DESCRIBED IN SPECIFICATION SECTION 31 00 00.

4. GROUND IMPROVEMENT SHALL CONSIST OF RAPID IMPACT

COMPACTION. CONTRACTOR SHALL SUBMIT A GROUND

IMPROVEMENT PLAN AS DESCRIBED IN SPECIFICATION

SECTION 31 60 00.

5. EXTENTS OF GROUND IMPROVEMENT SHALL EXTEND

APPROXIMATELY TO THE LIMITS OF THE CRYPT FIELDS TO

THE WEST, SOUTH, AND EAST, THEN ALONG THE STONE

SCREEN WALL AND AND 5 FEET BEYOND THE LIMITS OF THE

MAINTENANCE WALL TO THE NORTH AS DEPICTED IN THE

EXTENTS ON THIS SHEET. A MINIMUM DISTANCE OF 10 FEET

SHALL BE MAINTAINED FROM EXISTING CEMETERY

BOUNDARY WALLS AND EXISTING BUILDING 683 TO GROUND

IMPROVEMENT ACTIVITIES.

6. OVERBURDEN TYPICALLY CONSISTS OF FILL ABOVE

RESIDUAL MATERIAL OVERLYING BEDROCK. MATERIAL IS

TYPICALLY DESCRIBED AS SAND AND/OR GRAVEL. COBBLES

AND BOULDERS ARE PRESENT WITHIN THE FILL. DIFFICULT

DRILLING CONDITIONS WERE ENCOUNTERED DURING THE

SUBSURFACE INVESTIGATION INCLUDING ROUGH DRILLING

AND AUGER REFUSAL ON COBBLES AND BOULDERS.

PERCHED SEEPAGE CONDITIONS SHOULD BE ANTICIPATED

TO OCCUR IN SOME AREAS DURING EXCAVATION

ACTIVITIES. CONTRACTOR TO CONTROL WATER AS NOTED

IN SPECIFICATION SECTION 31 00 00. REFER TO BORING

LOGS PROVIDED ON PLAN SHEETS BB601 TO BB607.

7. SEQUENCING OF ACTIVITIES IS IMPACTED BY GROUND

IMPROVEMENT. CONTRACTOR MUST SEQUENCE WORK TO

AVOID ENVIRONMENTAL ISSUES AND BE IN COMPLIANCE

WITH SPECIFICATION SECTION 02 61 13, 1.2.2 WORK PLAN.

SEQUENCE IS SUGGESTED BELOW:

A. REMOVAL OF MATERIALS TO BOTTOM OF CRYPT

ELEVATIONS, BUILDING FINISHED FLOOR, AND

ENVIRONMENTALLY HAZARDOUS MATERIALS,

WHICHEVER IS DEEPER.

B. GROUND IMPROVEMENT MUST OCCUR PRIOR TO

MICROPILE INSTALLATION TO PREVENT DAMAGE TO

MICROPILES.

C. BACKFILL AND COMPACT SUBGRADE TO DESIGN

ELEVATION.

D. MICROPILE INSTALLATION.

E. UTILITY INSTALLATION.

8. THE CONTRACTOR SHALL PERFORM RAPID IMPACT

COMPACTION WITHIN THE FOOTPRINTS OF THE

MAINTENANCE BUILDING, CRYPT AND CREMATED REMAINS

FIELDS, AND STONE SCREEN WALL.

9. CONTRACTOR TO PERFORM RAPID IMPACT COMPACTION

FROM ELEVATION OF EXCAVATED SUBGRADE. COORDINATE

EXCAVATION AND SUBGRADE ELEVATIONS WITH ENLARGED

GRADING PLANS ON SHEETS CG401 TO CG409.

10. RAPID IMPACT COMPACTION SHALL BE APPLIED SO THAT A

MINIMUM OF 20 FEET BELOW SUBGRADE IS COMPACTED.

11. COORDINATE ALL WORK TO AVOID INTERRUPTION OR

DAMAGE TO EXISTING UTILITIES. EXISTING STONE

BOUNDARY WALLS TO REMAIN AND TO BE REMOVED,

ALONG WITH OTHER SITE DEMOLITION AND CONSTRUCTION

ACTIVITIES.

12. SEE SPECIFICATION SECTION 31 00 00 EARTHWORK.

VIBRATION MONITORING POINT.

TO BE SET ADJACENT TO AN

EXISTING GRAVE OR ON STONE WALL

VIBRATION

MONITORING POINT

INCLINOMETER I-3

GROUND IMPROVEMENT

TEST AREA (20' X 20')

EXISTING BUILDING 683

VIBRATION MONITORING POINT.

TO BE SET ADJACENT TO AN EXISTING

GRAVE OR THE EXISTING HEDGE.

VIBRATION MONITORING POINT

TO BE SET ADJACENT TO AN

EXISTING GRAVE OR STONE WALL.

GROUND IMPROVEMENT

BOUNDARY LINE

GROUND IMPROVEMENT

BOUNDARY LINE

GROUND IMPROVEMENT

BOUNDARY LINE

GROUND IMPROVEMENT

BOUNDARY LINE

EXISTING GRAVES

NOT TO BE DISTURBED .

EXISTING

BOUNDARY WALL

EXISTING CEMETERY

NOT TO BE DISTURBED .

60'

SCALE:1"= 30'

0 30'

LIMIT OF RIPRAP APRON

SEE SHEET CU121

STA. 10+00.00

N=935532.14

E=638235.61

STA. 12+25.00

N=935745.02

E=638308.46

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

LIMIT OF

DISTURBANCE

INCLINOMETER I-2

INCLINOMETER I-1

LIMIT OF RIPRAP APRON

SEE SHEET CG408

LIMIT OF DISTURBANCE

GEOTECHNICAL BORING LOCATION

PERFORMED BY ATL

GEOTECHNICAL BORING LOCATION

PERFORMED BY CRAIG TEST BORING CO.

INCLINOMETER LOCATION

EXTENT OF GROUND IMPROVEMENT

VIBRATION MONITORING POINTS

GROUND IMPROVEMENT BOUNDARY LINE

GROUND IMPROVEMENT

TEST AREA (20' X 20')

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915 916

917918

10'

MAINTENANCE BUILDING

FFE=170

EXISTING BUILDING 683 TO REMAIN

MATCH LINE - SEE SHEET CS104

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R = 5'

ELEC.TRANSFORMER

LOCATION

DECOMPOSED

GRANITE PATH

CEMETERY SWING GATE

GRANITE

PAVING

BENCH

STONE SCREEN

WALL

VEHICULAR

SWING GATE

FENCE

STONE SCREEN

WALL

STONE SCREEN

WALL

VEHICULAR SWING

GATE

STONE SCREEN

WALL

GUARDRAIL, SEE DETAILS ON

SHEET CS505

MAINTENANCE WALL

FENCE

FENCE

CURB & GUTTER

CONCRETE

PAVING

CONCRETE

PAVING

DECOMPOSED

GRANITE PATH

MATCH EDGE OF

EXISTING CONCRETE

LIMIT OF

DISTURBANCE

MATCH EXISTING CURB

BEGIN CURB HEIGHT TRANSITION

LENGTH = 4'

CURB HEIGHT = 0"

STONE BOUNDARY

WALL

END CURB HEIGHT TRANSITION

LENGTH = 4'

CURB HEIGHT = 6"

LIMIT OF

DISTURBANCE EXISTING

CONCRETE

MANHOLE

CROSSWALK,

SEE DETAIL A1

ON SHEET CS504

B-02

B-03 B-04

B-01

B-05 B-06

B-07

B-08

B-09

B-10

B-11

BOLLARD LAYOUT DATA

NO. NORTH EAST

B-01

935573.131 637919.342

B-02

935575.386 637923.805

B-03

935574.284 637927.537

B-04

935580.296 637939.437

B-05

935586.309 637951.338

B-06

935593.224 637965.024

B-07

935600.138 637978.709

B-08

935602.534 637981.233

B-09

935601.651 637983.920

B-10

935585.981 637997.626

B-11

935579.138 638001.084

BOLLARD (TYP.)

EQUIPMENT PAD

CENTER OF PAD

N = 935580.831

E = 637995.933

SEE SHEETS

M-101 AND E-103

CS103

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CS108

CS106

COORDINATE POINT LOCATION NOTES

1. UNLESS OTHERWISE INDICATED, SITE FEATURES ARE LOCATED

WITH CONTROL POINTS AS FOLLOWS:

A. BURIAL SECTION - KEY POINTS OF THE BURIAL SECTION GRID

B. CURB - TOP BACK OF CURB AND GUTTER.

FOR RADII INFORMATION SEE SHEET CS101.

C. SAWCUT LINE - EDGE OF PAVEMENT. FOR RADII

INFORMATION SEE SHEETS CS103 THROUGH CS105.

D. PATH - EDGE OF PATH.

E. FENCE - CENTERLINE OF FENCE.

F. CENTERLINE OF POST PROJECTED TO BACK OF CURB.

2. SEE SITE LAYOUT POINT TABLE ON SHEET CS601 FOR POINT

LOCATIONS.

3. SEE SHEETS CS103 THROUGH CS109 FOR INDIVIDUAL SHEET

DETAILS. SEE SHEET CS101 FOR SITE AND DIMENSION DETAILS.

4. SEE SHEET L-101 FOR WALL AND HARDSCAPE DETAILS.

5. SEE SHEET CS504 FOR BOLLARD DETAILS.

LEGEND

BURIAL SECTION CONTROL POINT

CURB CONTROL POINT

GRID CONTROL POINT

STRUCTURE CONTROL POINT

PATH CONTROL POINT

FENCE CONTROL POINT

GUARDRAIL CONTROL POINT

SAWCUT CONTROL POINT

SECTION MARKER CONTROL POINT

LIMIT OF DISTURBANCE

HANDICAP PARKING SIGN, SEE DETAIL

E8 ON SHEET CS504

DECOMPOSED GRANITE PATH

CONCRETE PAVING

GRANITE PAVING

ASPHALT PAVEMENT

1XX - 5XX

6XX

7XX

8XX

9XX

10XX

11XX

12XX

13XX

SCALE: 1" = 100'

KEY MAP

SCALE 1" = 10'

CIVIL LAYOUT PLAN

A1

SCALE: 1"= 10'

20'10'

PLAN

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EXISTING BUILDING

683 TO REMAIN

50'

R

LIMIT OF

DISTURBANCE

SILT FENCE

LIMIT OF

DISTURBANCE

SILT FENCE

LIMIT OF DISTURBANCE SHALL BE

COINCIDENT WITH FACE OF EXISTING

BOUNDARY WALL. BOUNDARY WALL

SHALL NOT BE DISTURBED.

STABILIZED CONSTRUCTION ACCESS.

SEE SHEET CG511 FOR ACCESS DETAILS.

LIMIT OF

DISTURBANCE

EXISTING GRAVESTONES

NOT TO BE DISTURBED.

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DESIGNATED CONTRACTOR

LAYDOWN AREAS.

SEE LAYDOWN NOTES

ON THIS SHEET.

1. PHASE I IS THE PLACEMENT OF EROSION AND SEDIMENT

CONTROL MEASURES BEFORE ANY GRADING WORK BEGINS.

CG111

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SCALE 1" = 30'

EROSION AND SEDIMENT CONTROL PLAN PHASE I

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60'

SCALE:1"= 30'

0 30'

STANDARD EROSION AND SEDIMENT

CONTROL PLAN NOTES

1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT

CONTROL (ESC) PLANS AND THE CONSTRUCTION,

MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE

ESC FACILITIES IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED

AND APPROVED.

2. THE BOUNDARIES OF THE LIMIT OF DISTURBANCE SHOWN

ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY

TAPE OR FENCING PRIOR TO CONSTRUCTION. DURING THE

CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

LIMIT OF DISTURBANCE SHALL BE PERMITTED. THE LIMIT OF

DISTURBANCE SHALL BE MAINTAINED BY THE CONTRACTOR

FOR THE DURATION OF CONSTRUCTION.

3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE

INSTALLED AT THE BEGINNING OF CONSTRUCTION AND

MAINTAINED FOR THE DURATION OF THE PROJECT.

ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL

WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO

ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND

TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR

THE DURATION OF THE PROJECT.

4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE

CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL

CLEARING AND GRADING SO AS TO ENSURE THAT THE

TRANSPORT OF SEDIMENT TO SURFACE WATERS,

DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS

MINIMIZED.

5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE

MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE

CONDITIONS NOTED AT THE TIME OF DESIGN. THE

CONTRACTOR IS RESPONSIBLE FOR AUGMENTING AND

ADAPTING THESE ESC FACILITIES DURING THE

CONSTRUCTION PERIOD, AS NEEDED, FOR UNEXPECTED

STORM EVENTS AND CHANGING SITE CONDITIONS TO MEET

THE REQUIREMENTS OF THE DEC PERMIT.

6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE

CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED

PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT

OF WEEKLY REVIEWS OF THE ESC FACILITIES.

7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY

EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO

CONSECUTIVE DAYS FROM NOVEMBER 1 THROUGH MARCH

31 OR SEVEN DAYS FROM APRIL 1 THROUGH OCTOBER 31

SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED

ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC

COVERING, ETC.).

8. ALL EXITING CONSTRUCTION VEHICLES AND EQUIPMENT

SHALL WAIT ON-SITE ON STONE WASH PAD UNTIL ALL

MUD/SOILS ARE CLEANED AND VEHICLE IS CLEARED FOR

EXIT. ANY SITE/SOILS FOUND ON CEMETERY ENTRANCE

ROAD PAVEMENT SHALL BE IMMEDIATELY SWEPT AND

WASHED CLEAN.

9. CONTRACTOR TO COORDINATE PHASING OF EROSION AND

SEDIMENT CONTROL MEASURES WITH DEMOLITION AND

CONSTRUCTION SEQUENCING.

10. SEE SHEET CD101 FOR TREES TO REMAIN.

11. SEE SHEET CG511 FOR STABILIZED CONSTRUCTION

ACCESS DETAILS.

12. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.

LEGEND

STABILIZED CONSTRUCTION ACCESS

SILT FENCE

LIMIT OF DISTURBANCE

LAYDOWN AREA NOTES

1. AREA A: DESIGNATED FOR THE EXISTING MAINTENANCE

CONTRACTOR. CONTRACTOR TO PROVIDE FENCING WITH

A LOCKABLE GATE LARGE ENOUGH TO ACCOMMODATE

THE MOVEMENT OF THE MAINTENANCE CONTRACTOR'S

MECHANICAL EQUIPMENT.

2. AREA B: DESIGNATED FOR THE GOVERNMENT AND

CONTRACTOR FIELD OFFICE.

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GENERAL NOTES

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EXISTING BUILDING

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MAINTENANCE BUILDING

FFE=170

BURIAL SECTION 37

BURIAL SECTION 41

BURIAL SECTION 38

BURIAL SECTION 39

BURIAL SECTION 40

TIE INTO EXISTING PATH

SEE NOTE 9

ON THIS SHEET

SEE NOTE 9

ON THIS SHEET

DROP INLET

PROTECTION.

SEE SHEET CG511

FOR DETAILS

STABILIZED CONSTRUCTION

ACCESS. COORDINATE WITH CRYPT

INSTALLATION. CONTRACTOR TO

MOVE STABILIZED ACCESS AS

THEIR OPERATION REQUIRE.

SEE SHEET CG511 FOR ACCESS

DETAILS.

INSTALL PERMANENT OUTLET PROTECTION

SIMULTANEOUSLY WITH THE PIPE. SEE

DETAILS ON SHEET CU121.

INSTALL PERMANENT OUTLET

PROTECTION SIMULTANEOUSLY

WITH THE PIPE. SEE DETAILS ON

SHEET CU121.

PROP. GRADE

SILT FENCE

LIMIT OF

DISTURBANCE

SILT FENCE.

SEE SHEET

CG511

PROP. GRADE

LIMIT OF DISTURBANCE

SILT FENCE

BOUNDARY OF RIPRAP APRON

SEE SHEET CU121

BOUNDARY OF RIPRAP APRON

SEE SHEET CG408

41'

B

A

DESIGNATED

CONTRACTOR

LAYDOWN AREAS.

SEE LAYDOWN

NOTES ON

THIS SHEET.

E&SC STOCKPILE AREA.

PROTECT WITH SILT FENCE.

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SCALE 1" = 30'

EROSION AND SEDIMENT CONTROL PLAN PHASE II

A1

60'

SCALE:1"= 30'

0 30'

LEGEND

STABILIZED CONSTRUCTION ACCESS

SILT FENCE

LIMIT OF DISTURBANCE

STONE & BLOCK DROP INLET PROTECTION

STANDARD EROSION AND SEDIMENT

CONTROL PLAN NOTES

1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT

CONTROL (ESC) PLANS AND THE CONSTRUCTION,

MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE

ESC FACILITIES IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND

APPROVED.

2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS

PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR

FENCING PRIOR TO CONSTRUCTION. DURING THE

CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING

LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE

DURATION OF CONSTRUCTION.

3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE

INSTALLED AT THE BEGINNING OF CONSTRUCTION AND

MAINTAINED FOR THE DURATION OF THE PROJECT.

ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL

WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO

ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND

TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR

THE DURATION OF THE PROJECT.

4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE

CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL

CLEARING AND GRADING SO AS TO ENSURE THAT THE

TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE

SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.

5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM

REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.

DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES

SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM

EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE

CONDITIONS AS DIRECTED BY THE CONTRACTING OFFICER.

6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE

CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED

PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT

OF WEEKLY REVIEWS OF THE ESC FACILITIES.

7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY

EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO

CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN

DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY

STABILIZED WITH THE APPROVED ESC METHODS (E.G.,

SEEDING, MULCHING, PLASTIC COVERING, ETC.).

8. ALL EXITING CONSTRUCTION VEHICLES AND EQUIPMENT

SHALL WAIT ON-SITE ON STONE WASH PAD UNTIL ALL ALL

MUD/SOILS ARE CLEANED AND VEHICLE IS CLEARED FOR

EXIT. ANY SITE/SOILS FOUND ON CEMETERY ENTRANCE

ROAD PAVEMENT SHALL BE IMMEDIATELY SWEPT AND

WASHED CLEAN.

9. FOR THE WORK BEYOND THIS SHEET, REFER TO SHEETS

ES101 AND ES102 FOR ADDITIONAL ELECTRICAL

INSTALLATION AND DEMOLITION WORK.

10. CONTRACTOR TO COORDINATE PHASING OF EROSION AND

SEDIMENT CONTROL MEASURES WITH DEMOLITION AND

CONSTRUCTION SEQUENCING.

11. SEE SHEET CD101 FOR TREES TO REMAIN.

12. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.

LAYDOWN AREA NOTES

1. AREA A: DESIGNATED FOR THE EXISTING MAINTENANCE

CONTRACTOR. CONTRACTOR TO PROVIDE FENCING WITH

A LOCKABLE GATE LARGE ENOUGH TO ACCOMMODATE

THE MOVEMENT OF THE MAINTENANCE CONTRACTOR'S

MECHANICAL EQUIPMENT.

2. AREA B: DESIGNATED FOR THE GOVERNMENT AND

CONTRACTOR FIELD OFFICE.

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STABILIZED CONSTRUCTION ACCESS

D8

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ROCK DAM

D1

PROJECT NOTES

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DEPT. OF TRANSPORTATION

STANDARD DRAWINGS. THE

DATA SHALL AUGMENT

PROJECT CONTRACT

DOCUMENTS TO THE

EXTENT IT IS REQUIRED BY

NEW WORKS.

2. DETAILS ON THIS SHEET

THAT ARE LINED OUT ARE

NOT CURRENTLY

ANTICIPATED FOR USE ON

THIS PROJECT. THEY HAVE

BEEN PROVIDED FOR

INFORMATION ONLY.

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NOT TO SCALE

PIPE OUTLET SEDIMENT TRAP ST-I

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FABRIC DROP INLET PROTECTION

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COMPOST FILTER SOCK

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EXCAVATED DROP INLET PROTECTION

D1

PROJECT NOTES

1. THE DETAILS ON THIS SHEET

ARE FROM NYS DEPT. OF

TRANSPORTATION

STANDARD DRAWINGS. THE

DATA SHALL AUGMENT

PROJECT CONTRACT

DOCUMENTS TO THE

EXTENT IT IS REQUIRED BY

NEW WORKS.

2. DETAILS ON THIS SHEET

THAT ARE LINED OUT ARE

NOT CURRENTLY

ANTICIPATED FOR USE ON

THIS PROJECT. THEY HAVE

BEEN PROVIDED FOR

INFORMATION ONLY.

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A TEMPORARY SEDIMENT CONTROL DEVICE SHALL BE FORMED BY EXCAVATION AND/OR

EMBANKMENT TO INTERCEPT SEDIMENT-LADEN RUNOFF AND TRAP SEDIMENT IN ORDER TO

PROTECT DRAINAGEWAYS, PROPERTIES, AND RIGHTS-OF-WAY BELOW THE SEDIMENT TRAP

FROM SEDIMENTATION. THE SEDIMENT TRAP MUST INCLUDE THE FOLLOWING:

1. INSTALL THE SEDIMENT TRAP IN A DRAINWAY, AT A STORM DRAIN INLET, OR OTHER POINTS

OF COLLECTION FROM A DISTURBED AREA WITHIN THE PROJECT CONSTRUCTION LIMIT.

2. SEDIMENT TRAPS SHOULD BE USED TO ARTIFICIALLY BREAK UP THE NATURAL DRAINAGE

AREA INTO SMALLER SECTIONS WHERE A LARGER DEVICE (SEDIMENT BASIN) WOULD BE

LESS EFFECTIVE.

3. IF DRAINAGE AREA TO THE PROPOSED TRAP LOCATION EXCEEDS 5 ACRES, OR THE TRAP IS

IN PLACE BEYOND THE PROJECT CONSTRUCTION TIMELINE, OR ANY OF THE ADDITIONAL

DESIGN CRITERIA PRESENTED HERE CANNOT BE MET, A FULL SEDIMENT BASIN MUST BE

USED.

4. THE MAXIMUM DRAINAGE AREA FOR ALL THE SEDIMENT TRAPS SHALL NOT EXCEED 5

ACRES .

5. SEDIMENT TRAPS SHALL BE LOCATED AND INSTALLED PRIOR TO GRADING OR FILLING IN

THE DRAINAGE AREA THEY ARE TO PROTECT.

6. TRAPS MUST NOT BE LOCATED ANY CLOSER THAN 20 FEET FROM A PROPOSED BUILDING

FOUNDATION IF THE TRAP IS TO FUNCTION DURING THE BUILDING CONSTRUCTION.

7. LOCATE TRAPS TO OBTAIN MAXIMUM STORAGE BENEFIT FROM THE TERRAIN AND FOR EASE

OF CLEANOUT AND DISPOSAL OF THE TRAPPED SEDIMENT.

8. THE VOLUME OF A SEDIMENT TRAP AS MEASURED AT THE ELEVATION OF THE CREST OF

THE OUTLET SHALL BE AT LEAST 3,600 CUBIC FEET PER ACRE OF DRAINAGE AREA. A

MINIMUM LENGTH TO WIDTH RATIO OF 2:1 SHOULD BE PROVIDED.

9. THE VOLUME OF A CONSTRUCTED TRAP SHALL BE CALCULATED USING STANDARD

MATHEMATICAL PROCEDURES. THE VOLUME OF A NATURAL SEDIMENT TRAP MAY BE

APPROXIMATED BY THE EQUATION: VOLUME (CU.FT.) = 0.4 X SURFACE AREA (SQ.FT.) X

MAXIMUM DEPTH (FT.).

10. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO THE ORIGINAL DIMENSIONS

WHEN THE SEDIMENT HAS ACCUMULATED TO

OF THE DESIGN DEPTH OF TRAPS I-II, AND

THE DEPTH FOR TRAP III.

11. SEDIMENT REMOVED FROM THE TRAP SHALL BE DEPOSITED IN A PROTECTED AREA AND IN

SUCH A MANNER THAT IT WILL NOT ERODE.

12. ALL EARTH EMBANKMENT FOR SEDIMENT TRAPS SHALL NOT EXCEED FIVE (5) FEET IN

HEIGHT AS MEASURED AT THE LOW POINT OF THE ORIGINAL GROUND ALONG THE

CENTERLINE OF THE EMBANKMENT. EMBANKMENT SHALL HAVE A MINIMUM FOUR (4) FOOT

WIDE TOP AND SIDE SLOPES OF 2:1 OR FLATTER.

13. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS

BEING CONSTRUCTED. THE EMBANKMENT SHALL BE STABILIZED WITH SEED AND MULCH AS

SOON AS IT IS COMPLETED.

14. THE ELEVATION OF THE TOP OF ANY DIKE DIRECTING WATER TO ANY SEDIMENT TRAP WILL

EQUAL OR EXCEED THE MAXIMUM HEIGHT OF THE OUTLET STRUCTURE ALONG THE ENTIRE

LENGTH OF THE TRAP.

15. ALL EXCAVATION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION

AND WATER POLLUTION SHALL BE MINIMAL.

16. EXCAVATED PORTIONS OF SEDIMENT TRAPS SHALL HAVE 1:1 OR FLATTER SLOPES.

17. THE OUTLET SHALL BE DESIGNED, CONSTRUCTED, AND MAINTAINED IN SUCH A MANNER

THAT SEDIMENT DOES NOT LEAVE THE TRAP AND THAT EROSION AT OR BELOW THE

OUTLET DOES NOT OCCUR.

18. SEDIMENT TRAPS MUST OUTLET ONTO STABILIZED (PREFERABLE UNDISTURBED) GROUND,

INTO A WATERCOURSE, STABILIZED CHANNEL, OR INTO A STORM DRAIN SYSTEM.

19. DISTANCE BETWEEN INLETS AND OUTLET SHOULD BE MAXIMIZED TO THE LONGEST LENGTH

PRACTICABLE.

20. ALL TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER CONSTRUCTION.

SEDIMENT TRAP NOTES

GENERAL SEQUENCE OF CONSTRUCTION ACTIVITIES AS FOLLOWS:

PHASE I

1. SCHEDULE A PRE-CONSTRUCTION MEETING WITH APPROPRIATE PERMITTING

AUTHORITY.

2. DELINEATE RESOURCES TO PROTECT.

3. IDENTIFY LIMIT OF WORK/DISTURBANCE.

4. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROLS.

PHASE II

5. ESTABLISH STAGING AREA, CONSTRUCTION ENTRANCE, TOPSOIL STOCKPILE,

AND CONCRETE TRUCK WASHOUT AREA.

6. PROTECT POST-CONSTRUCTION PRACTICES AREAS DURING CONSTRUCTION

TO PRESERVE NATIVE SOIL PERMEABILITY, INSTALL SMP'S ONLY AFTER SITE IS

STABILIZED.

7. CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATION OF

PERIMETER CONTROLS.

8. PERFORM EXCAVATION OF EARTHWORK AND PAVING.

9. ESTABLISH METHOD OF SOILS DISPOSAL (ON-SITE OR OFF)

10. CONSTRUCTION AND STABILIZATION OF PERIMETER CONTROLS.

11. INSTALL INITIAL RUNOFF CONTROLS AND STABILIZATION.

12. REMAINING CLEARING AND GRUBBING WITHIN PERIMETER.

13. GRADING FOR THE REMINDER OF SITE OR PHASE.

14. UTILITY INSTALLATION AND CONNECTIONS.

15. CONSTRUCTION OF BUILDING, AND OTHER CONSTRUCTION.

16. CONDUCT SOIL RESTORATION.

17. UPDATE BMP'S AND ESC

18. FINAL FINE GRADING, LANDSCAPING AND STABILIZATION.

19. STABILIZE SITE WITH PERMANENT MEASURE.

20. REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS.

21. RESTORE AND STABILIZE AND DISTURBED AREAS REMAINING UPON REMOVAL

OF TEMPORARY ESC MEASURES.

GENERAL EROSION AND SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION

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1) THE DETAILS ON THIS SHEET ARE FROM NYS DEPT. OF TRANSPORTATION STANDARD

DRAWINGS. THE DATA SHALL AUGMENT PROJECT CONTRACT DOCUMENTS TO THE

EXTENT IT IS REQUIRED BY NEW WORKS.

2) MODIFICATIONS MADE TO THE NEW YORK STATE STANDARD DETAIL ARE CHANGES

SPECIFIC TO THE WEST POINT CEMETERY EXISTING LAND RECLAMATION PROJECT.

PORTIONS LINED OUT OR MARKED FOR REMOVAL IN THE STANDARD DETAIL DO NOT

APPLY TO THIS PROJECT AND SHALL NOT BE USED.

3) THE CONTRACTOR SHALL IGNORE ALL PAY ITEM REFERENCES ON THIS SHEET. THE

BID SCHEDULE SHALL REMAIN FIRM FIXED PRICE.

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VENT THROUGH ROOF (VTR)

SANITARY WASTE PIPE (WP)

SANITARY VENT PIPE (VP)

FLOOR DRAIN (FD)

PIPE TURN UP

PIPE TURN DOWN (DN)

CHECK VALVE (CV)

PIPE CAPPED

ACCESS PANEL (AP)

WALL HYDRANT (WH)

BALL VALVE (BV)

STRAINER

WALL CLEAN OUT (WCO)

CLEAN OUT (CO)

SHEET WHERE CUT/SHOWN

DETAIL/RISER

NEW WORK NOTE DESIGNATION

REDUCED PRESSURE

FLOOR CLEAN OUT (FCO)

EXISTING PIPING TO REMAIN

DOMESTIC COLD WATER (CW)

DOMESTIC HOT WATER (HW)

LEGEND & ABBREVIATIONS

BACKFLOW PREVENTER (RPBP)

GROUND CLEAN OUT (GCO)

LAVATORY

PLUMBING FIXTURE MARK

PHASE/DIAMETER

TEMPERATURE

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AUTOMATIC TRAP PRIMER

WALL MOUNTED

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DFU DRAINAGE FIXTURE UNIT

SUPPLY FIXTURE UNITSFU

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BACKFLOW PREVENTER

ASSE AMERICAN SOCIETY OF

SANITARY ENGINEERING

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MAXIMUM DISCHARGE

TEMPERATUREPLUMBING FIXTURE REFERENCE

STANDARD

>85°F & <110°FPUBLIC HAND-WASHING FACILITIES ASSE 1070

SFU NOTE:

THIS PROJECT ADDS 22 SFU's TO THE DOMESTIC WATER SYSTEM.

DFU NOTE:

THIS PROJECT ADDS 14 DFU's TO THE SANITARY WASTE SYSTEM.

ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATION FOR THE INTENDED PURPOSE. USE THE MORE

STRINGENT METHODS WHEN MANUFACTURER'S RECOMMENDATIONS, PLANS &

SPECIFICATION REQUIREMENTS DIFFER. BRING ANY CONFLICTS BETWEEN

MANUFACTURER'S RECOMMENDATIONS, PLANS & SPECIFICATION REQUIREMENTS TO

THE GOVERNMENT'S ATTENTION.

MANUFACTURER'S RECOMMENDATIONS:

PLUMBING COORDINATION NOTE:

CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT LOCATION OF ALL

MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL SYSTEMS AND

COMPONENTS (EXISTING AND NEW) PRIOR TO COMMENCING WORK. THE FAILURE

TO COMPLY WITH THIS DIRECTION SHALL NOT CONSTITUTE THE BASIS FOR A

CHANGE ORDER SHOULD REWORK BE REQUIRED.

ANY CONDITIONS FOUND THAT WILL PROHIBIT MAKING THE FINAL

CONNECTIONS(S) OR EXECUTIONS OF THE WORK SHALL BE REPORTED TO THE

CONTRACTING OFFICER IMMEDIATELY.

ANY SHUT DOWNS OR INTERRUPTIONS IN SERVICE SHALL BE APPROVED BY THE

GOVERNMENT IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR ANY DELAYS TO THE PROJECT THAT ARISE

DUE TO HIS FAILURE TO COMPLY WITH THESE REQUIREMENTS.

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NORMALLY CLOSED VALVE (NC)

PRESSURE REDUCING VALVE

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PLUMBING FIXTURE CONNECTION SCHEDULE

MOUNTINGVPWPCWHW

PIPE SIZESTRAPDESCRIPTIONMARK

FLUSH VALVE WATER

CLOSET (ADA) INTEGRAL 1" 4" -- FLOOR

1-1/2"1-1/2"1/2"1/2"P-TRAPLAVATORY (ADA) &

MANUAL FAUCET WALL

1-1/2"3"1/2"1/2"MOP SINK FLOORP-TRAPP-3

P-2

P-1

ELECTRIC WATER HEATER SCHEDULE

REMARKSMOUNTINGELECTRICAL

PHASEVOLTSKILOWATTS

STORAGE

CAPACITYLOCATIONTYPEMARK

INSTALL PER MANUFACTURER'S

RECOMMENDATIONWALL12084.530 GAL

VEHICLE BAYS

(ABOVE MOP SINK)STORAGEWH-1

ACCEPTANCE

2.0

EXPANSION TANK

P

LU

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IN

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D U

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P-002

W P

C -P

-0

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D B

B

Y

JV

Y

JV

SPECIFICATIONS:

1. WALL HYDRANT WITH LOOSE KEY.

2. SELF DRAINING WITH VACUUM BREAKER, 3/4" HOSE

THREADS, ASSE 1052 APPROVED.

3. WITH BOX TYPE AND DOOR.

4. HYDRANT SHALL BE FREEZE PROOF.

DETAIL BASED ON WOODFORD

INSTALL PER MANUFACTURER'S INSTRUCTIONS

WITH ARCHITECT

COORDINATE FINISH

18" MINIMUM OR *

X AND Y BY 1 SIZE.

X" x Y" SCHEDULE 40 PVC ELBOW

* = INCREASE BOTH PIPE SIZESCONCRETE FLOOR SLAB

AT MINIMUM 1/4" PER FOOT SLOPE

DISCHARGE PIPE Y" SCH 40 PVC

10'-0" MAXIMUM OR *

AIR GAP: 4" MINIMUM

X" SCHEDULE 40 PVC RISER PIPE

(SECURE TO WALL OR FLOOR)

RISER

PIPE "X"

SIZE,

INCHES

PROVIDE FITTING TO ADAPT

AIR GAP FITTING ON RPZ

B

LD

G . E

X

TE

R

IO

R

PREVENTER

INCHES

BACKFLOW

3/4" 1"

SIZE,

3" 2" 1 1/2"

4" 6"

8" 10"

8"

RATE,

GPM

DESIGN

DISCHARGE

SIZE,

RISER

2" 3"

INCHES

PIPE "Y"

4" 6"

4"

BLDG. INTERIOR

PROVIDE DOWNSPOUT NOZZLE

(LAMBS TONGUE) ON EXTERIOR

WALL FOR DISCHARGE PIPING

SUPPORT AS REQUIRED

WITH SCREEN

AIR GAP TO PIPE DIAMETER REQUIRED

DRAIN VALVE

BALL VALVE (TYP.) 3/4" TEMPERATURE

PRESSURE RELIEF

VALVE AND LINE

EXPANSION TANK

HW SUPPLY

CW SUPPLY

UNION (TYP.)

3/4"

DRAIN PAN RELIEF PIPE TO MOP SINK BELOW.

SUPPORT TIGHT TO WALL AND PROVIDE

FITTINGS AS NECESSARY FOR NEAT OFFSET

2"x2"x1/8" THICK ANGLE

STEEL BRACKET

1/4" STEEL PLATE

NOTE: PROVIDE HEAT TRAP

ON SUPPLY AND DISCHARGE

PIPING ASSOCIATED WITH

WATER HEATER.

NOTE: MOUNT 1/4" STEEL PLATE 7'-6" AFF.

CHECK VALVE

VACUUM RELIEF VALVE

WALL MOUNTED ELECTRIC WATER HEATER DETAIL

SCALE: NONE P002, P101C3

BACKFLOW PREVENTER DISCHARGE PIPING DETAIL

SCALE: NONE P002, P101E7

WALL HYDRANT DETAIL

SCALE: NONE P002, P101C1

SANITARY WASTE RISER DIAGRAM

SCALE: NONE P002, P101A7

GCO

P-1 P-2

P-1WCO

P-2

4" SANITARY SEWER. FOR CONTINUATION,

REFER TO SHEET CU101

3"4" P-3

1-1/2"

1-1/2"

4" VTR

4"

2"1-1/2" DOMESTIC COLD WATER, INV ELEV. = 2.0'

BFF. FOR CONTINUATION REFER TO SHEET CU112

(UTILITIES PLAN - WATER)

STRAINER

MAIN SHUT-OFF VALVE

RPZ RPZ DISCHARGE ROUTED TO EXTERIOR

WH

1-1/2" CW-AC

3/4" CW-AC

3/4"

WH

3/4"

3/4" CW-AC

3/4" CW-AC

WHA 'A'

P-2 P-21/2"

1/2"

FOR CONTINUATION, REFER TO WATER

HEATER DETAIL THIS SHEET

DOMESTIC WATER RISER DIAGRAM

SCALE: NONE P002, P101A1

P-1

P-1 1"

1"

AIR GAP FITTING.

QUARTER TURN BALL VALVE (TYP.)

BRONZE TEST COCK (TYP.)

NOTE:

" M

IN

A

FF

SHUT-OFF

NO DEVICES OR BRANCH LINES, ETC. SHALL BE INSTALLED BETWEEN BACKFLOW PREVENTER ASSEMBLY

AND THE MAIN WATER LINE. PROVIDE ISOLATION VALVE AND STRAINER.

STRAINER

FOR DISCHARGE,

TO BUILDING DOMESTIC

WATER SUPPLY

REDUCED PRESSURE

PRINCIPLE BACKFLOW

PREVENTER

VALVE

FLOORFLOOR

18"

REFER TO

DISCHARGE DETAIL

5" 4"4"

33" (APPROX)

REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION DETAIL

SCALE: NONE P002, P101E3

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ROUTE TO MOP SINK BELOW.

DISCHARGE PIPE SHALL BE NO

GREATER THAN 6" ABOVE OR

TWO PIPE DIAMETERS ABOVE

THE FLOOD LEVEL RIM

NOTE: PROVIDE WEATHER CAP AND BIRD

SCREEN ON 4" VTR. 2" TO 3" TRANSITION SHALL

BE NO LESS THAN 12" FROM THE ENVELOPE.

NOTE: WATER HEATER SHALL BEAR THE ASME STAMP.

2"

P-3

4"4" 2"

1-1/2"

1-1/2"

4"

PRESSURE REDUCING VALVE DETAIL

SCALE: NONE P002, P101F1

SHUT-OFF

BYPASS LINE

SHUT-OFF

NORMALLY CLOSE

PRESSURE REDUCED

VALVE SET AT 60 PSI

PRESSURETYPICAL (TYP)

GAUGE (TYP)

STRAINER

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PROVIDE VENT CAP AND BIRD SCREEN

EXTEND VENT 18" ABOVE ROOF PENETRATION2

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WH-1 MOUNTED ABOVE MOP SINK

WHA 'A'

P-2 P-1

P-1P-2

P-3

1-1/2" DOMESTIC WATER SERVICE, INV ELEV = 164.90'.

FOR CONTINUATION, REFER TO SHEET CU112 (UTILITIES PLAN - WATER)

4" SANITARY SEWER, INV ELEV = 164.90'.

FOR CONTINUATION, REFER TO SHEET

CU101 (UTILITIES PLAN - SANITARY SEWER)

WCO

STORAGE

OFFICE TELECOM

PUBLIC

UNISEX

VEHICLE BAYS

EMPLOYEE

UNISEX

ROUTE RPZ DISCHARGE

TO EXTERIOR

WH

ELECTRICAL

4" WP-BF

1-1/2" CW-AC

3/4"

GCO

3/4" CW

RPZ ASSEMBLY. REFER TO

DETAIL E3, SHEET P-002.

WH

4" VENT PIPE UP THROUGH ROOF

(LOCATE 18"-20" BELOW ROOF RIDGE)

4"

2"

PRV ASSEMBLY. REFER

TO DETAIL F1, SHEET

P-002.

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P-101

W P

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-1

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Y

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Y

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PLAN

NORTH

SCALE: 1/4"=1'

0 2' 4' 8'

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PLUMBING FLOOR PLAN

SCALE: 1/4" = 1'-0"B2

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GENERAL NOTES

GENERAL ITEMS

GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH HVAC DRAWING OF THIS

SET. SEE EACH DRAWING FOR SPECIFIC NOTES APPLICABLE TO THAT DRAWING.

COORDINATE THAT OUTSIDE AIR INTAKE OPENINGS FOR VENTILATION AIR ARE LOCATED

AT LEAST 10 FEET MEASURED IN ANY DIRECTION FROM ANY HAZARDOUS OR NOXIOUS

CONTAMINANT SOURCE SUCH AS FLUES, VENTS, CHIMNEYS, GAS METERS, GAS

REGULATORS, PLUMBING VENTS, ETC., UNLESS TOP OF SUCH INTAKE OPENING IS 3 FEET

OR GREATER BELOW ANY OF THE LISTED ITEMS.

OVERHEAD PIPING IN SPACES WITHOUT HUNG CEILINGS SHALL BE RUN AS CLOSE TO

ROOF DECK OR STRUCTURE ABOVE, AS PRACTICAL, AS CLOSE TO PARALLEL JOISTS AS

POSSIBLE AND ABOVE LIGHTING FIXTURES TO CONCEAL PIPING.

OVERHEAD DUCTWORK AND PIPING IN SPACES WITH CEILINGS SHALL BE CONCEALED

UNLESS OTHERWISE NOTED.

PROVIDE PIPE SLEEVES LARGE ENOUGH TO ALLOW FOR REQUIRED LATERAL MOVEMENT

OF PIPING.

EXERCISE DUE CAUTION IN INSTALLING RUNOUTS AND BRANCH PIPING FROM MAINS FOR

EXPANSION MOVEMENT.

COORDINATE LOCATION OF GRILLES, REGISTERS, DIFFUSERS, THERMOSTATS AND

OTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH REFLECTED CEILING PLAN,

LIGHTING FIXTURE LAYOUT AND ACCESSORIES INSTALLED BY OTHER TRADES SO AS TO

PRESENT A NEAT AND ATTRACTIVE INSTALLATION THROUGHOUT THE ENTIRE BUILDING.

IT IS THE INTENT FOR GRILLES, REGISTERS AND DIFFUSERS TO BE INSTALLED IN THE

CENTER OF CEILING PANELS.

CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZES WITH EQUIPMENT

MANUFACTURER FOR THE INDICATED INSTALLATION.

COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES.

DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF

DOORS, WINDOWS, ETC.

THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE LOCATED IN THE ROOMS

INDICATED. INSTALL AT APPROX. 46" ABOVE FINISH FLOOR TO MATCH THE HEIGHT OF

WALL SWITCHES OR OTHER WALL MOUNTED DEVICES.

PIPING, DUCTWORK, VENTS, ETC., EXTENDING THROUGH EXTERIOR WALLS AND ROOF

SHALL BE FLASHED AND COUNTER FLASHED IN A WEATHERPROOF MANNER.

EXTEND DRAIN LINES TO NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT

INTERFERE WITH PASSAGEWAYS AND MAINTENANCE. DRAINS FROM AIR CONDITIONING

CONDENSATE DRAIN PANS SHALL BE TRAPPED. SLOPE CONDENSATE DRAIN PIPING AT

1/4" PER FOOT. VERIFY INVERT IS ESTABLISHED AFTER AIR HANDLING UNIT IS INSTALLED

BUT PRIOR TO DUCTWORK INSTALLATION.

PIPING AND DUCTWORK INSULATION SHALL BE RUN CONTINUOUSLY THROUGH

NON-RATED FLOORS, WALLS, ROOF AND PARTITIONS, UNLESS OTHERWISE INDICATED.

NO PIPING SHALL BE SMALLER THAN 3/4" UNLESS OTHERWISE NOTED.

RUNOUTS SHALL PITCH DOWN IN DIRECTION OF FLOW A MINIMUM OF 1" IN 3'.

FOR PIPE SIZES NOT INDICATED ON PLANS, SEE EQUIPMENT CONNECTION DETAILS, FLOW

DIAGRAMS AND RISER DIAGRAMS AND PIPE SIZING SCHEDULE.

PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATIONS. ADDITIONAL

SUPPORTS OR HANGERS SHALL BE INSTALLED ADJACENT TO ELBOWS TO PREVENT

WEIGHT OF PIPING BEING PLACED ON THE EQUIPMENT.

CORRECT SETTING ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED.

FOR LOCATION OF MOTOR STARTERS, SEE ELECTRICAL DRAWINGS.

SHEET METAL

INSTALL FLOOR REGISTERS AND CEILING REGISTERS A MINIMUM OF 4" FROM EXTERIOR

WALL.

PROVIDE A MINIMUM OF THREE TIMES THE FAN DIAMETER OF STRAIGHT DUCTWORK OFF

THE SUPPLY AIR FAN DISCHARGE BEFORE ANY TAKEOFFS OR ELBOWS.

DUCTWORK SHALL BE CONSTRUCTED TO THE SMACNA STATIC PRESSURE

CLASSIFICATION OF 2 IN. WG AND SEAL CLASS "B".

PROVIDE EXTENDED VOLUME DAMPER CONTROL RODS SO THAT HANDLES ARE WELL

CLEAR OF DUCT INSULATION.

MAINTENANCE

EQUIPMENT WITH FILTERS SHALL BE INSTALLED SO THAT FILTERS CAN BE EASILY

REMOVED AND REPLACED.

EQUIPMENT INSTALLED ABOVE CEILINGS SHALL BE MOUNTED APPROX. 12" ABOVE

CEILING (UON) FOR MAINTENANCE ACCESS.

INSTALL PIPE RUNS AT LEAST 6" ABOVE CEILING TILES. WHERE PRACTICAL INSTALL

VALVES, AND OTHER MAINTAINABLE DEVICES LOW ENOUGH TO REACH WITH A 6' LADDER.

PROVIDE ACCESS TO ANY INSPECTION OR MAINTAINABLE DEVICE, EQUIPMENT, ETC. -

ACCESS OR ACCESS DOOR SHALL BE OF ADEQUATE SIZE TO WORK ON DEVICE.

EXAMINE MANUFACTURER'S LITERATURE TO DETERMINE RECOMMENDED CLEARANCES.

THESE CLEARANCES, IN ADDITION TO MINIMUM CLEARANCES REQUIRED BY THE

NATIONAL ELECTRICAL CODE, SHALL BE ESTABLISHED AND MAINTAINED. THIS APPLIES TO

NEW AND EXISTING EQUIPMENT IMPACTED BY THIS PROJECT AS WELL. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATING THESE REQUIREMENTS WITH ALL OTHER

TRADES.

INTERDISCIPLINARY COORDINATION

IF THIS CONTRACTOR SHOULD ELECT TO PROPOSE ANY EQUIPMENT THAT HAS

DIFFERENT PHYSICAL OR ELECTRICAL CHARACTERISTICS, ETC. WHEN COMPARED TO THE

BASIS OF DESIGN EQUIPMENT, THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING

THESE CHANGES WITH THE OTHER TRADES PRIOR TO ORDERING OF EQUIPMENT. IF

THERE SHOULD BE ANY ADDITIONAL WORK INCURRED BY THE OTHER TRADES AS A

RESULT OF THIS CONTRACTOR'S EQUIPMENT SELECTION, ALL COSTS ASSOCIATED WITH

THE ADDITIONAL WORK SHALL BE BORNE BY THIS CONTRACTOR.

T

UON UNLESS OTHERWISE NOTED

WALL THERMOSTAT

RETURN/EXHAUST DUCT SECTION

CEILING DIFFUSER WITH FLEXIBLE DUCTWORK

DUCT TURNING DOWN

RETURN/EXHAUST REGISTER

MITERED ELBOW WITH TURNING VANES

DUCT TURNING UP

VOLUME DAMPER

(CFM AS INDICATED)

SUPPLY AIR/OUTSIDE AIR DUCT SECTION

GRILLE, REGISTER OR DIFFUSER MARK

MOTORIZED DAMPER

X

M

REFRIGERANT LIQUID PIPING

REFRIGERANT SUCTION PIPINGRS

RL

°F

Ø PHASE/DIAMETER

DEGREE FAHRENHEIT

L-1 LOUVER DESIGNATION

UNIT HEATER DESIGNATIONUH-1

AIR HANDLING UNIT DESIGNATION

HEAT PUMP DESIGNATIONHP-1

AHU-1

NEW WORK NOTE DESIGNATION

LEGEND and ABBREVIATIONS

EXTERNAL STATIC PRESSURE

LEAVING AIR TEMPERATURE

MAX OVERCURRENT PROTECTION

1000 BRITISH THERMAL UNITS PER HOUR

WET BULB TEMPERATURE

MAXIMUMMAX

D CONDENSATE DRAIN

RETURN AIRRA

WG

SF

WB

SA

SQUARE FEET

WATER GAUGE

SUPPLY AIR

PD

OA

MOCP

MCA

MIN

MBH

OUTSIDE AIR

PRESSURE DROP

MIN CIRCUIT AMPACITY

MINIMUM

HP

LAT

HORSEPOWER

FLA

ESP

FULL LOAD AMPS

ABOVE FINISHED FLOOR

CUBIC FEET PER MINUTE

ENTERING AIR TEMPERATURE

DECIBELSdb

EAT

EL

CFM

APPROX

ELEVATION

APPROXIMATELY

AFF

(TYP) TYPICAL

DRY BULB TEMPERATUREDB

FT FEET

IN INCH

NOISE CRITERIANC

OBD OPPOSED BLADE DAMPER

TSP TOTAL STATIC PRESSURE

VOLTV

SENS SENSIBLE

CALC CALCULATED

PSIG POUND PER SQUARE INCH GAUGE

WATTW

LEAVING DRY BULB TEMPERATURELDB

LEAVING WET BULB TEMPERATURELWB

ENTERING DRY BULB TEMPERATUREEDB

EWB ENTERING WET BULB TEMPERATURE

RADIANT HEATER DESIGNATIONRH-1

ASHRAE 90.1

ENERGY CODE COMPLIANCE PATH

SMOKE DETECTORS

OS OCCUPANCY SENSOR

CEILING FAN DESIGNATIONCF-1

EXHAUST FAN DESIGNATIONEF-1

FC FAN CONTROLLER

OED OPEN ENDED DUCT

WMS WIRE MESH SCREEN

ABOVE FINISHED GRADEAFG

M E

C H

A N

IC

A

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M-001

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TS

M

TF

M

TF

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N

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O U

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U

IN

C Y

S

TR

E E

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N

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2D S

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R E

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IS

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N

S

JU

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07/24/19

R E

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IS

IO

N

S T

O P

LA

N

S A

U G

EF-1

10x10

10x6

6"

T

EF-2

UH-1

A

Z

R

R 100

AHU-2

4 UH-14

(TYP.)6

RH-1 (TYP. FOR 5)5

HP-222

3/4"

D

STORAGE/ELECTRICAL

OFFICE

TELECOM

PUBLIC

UNISEX

VEHICLE BAYS

EMPLOYEE

UNISEX

M

A H

U -1

CEILING FAN CONTROLLER (TYP. FOR 4)

T

OED AND WMS

HP-111

Z

B

D

BLOCK

3/4"

SPLASH

BLOCK

14X12

12X12

AHU-117

18 FT AFF APPROX.

CF-112 CF-112 CF-112 CF-112

FCM

10 9 FT AFF

APPROX.

CF-1

FC

CF-1

FC

CF-1

FC

CF-1

UH-1

T

RH-1

T

A H

U -2

M

16x16

UH-1

S

S

S

S

19 (TYP.

FOR 4)

M

OS

OS

OS

(TYP.)20

RS/RL RS/RL

RS/RLRS/RL

M E

C H

A N

IC

A

L

FL

O O

R P

LA

N

M-101

W P

C -M

-1

.D W

G

E

TS

M

TF

M

TF

PLAN

NORTH

SCALE: 1/4"=1'

0 2' 4' 8'

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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IN

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2 3 4 5 6 7 8 9 10

C

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2D S

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MECHANICAL FLOOR PLAN

SCALE: 1/4" = 1'-0"D1

R E

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07/24/19

NEW WORK NOTES

PROVIDE DUCTWORK, HANGERS, AND SUPPORTS

COMPLETE.

PROVIDE EXHAUST FAN, HANGERS, AND SUPPORTS

COMPLETE 18 FT AFF.

PROVIDE AIR HANDLING UNIT, DIRECT DIGITAL CONTROLS,

HANGERS, AND SUPPORTS COMPLETE. PROVIDE

CONDENSATE PIPING AND ROUTE TO EXTERIOR GRADE.

PROVIDE UNIT HEATER, HANGERS, AND SUPPORTS

COMPLETE.

PROVIDE RADIANT HEATER, HANGERS, AND SUPPORTS

COMPLETE 14 FT AFF APPROX.

PROVIDE DDC TEMPERATURE SENSOR AND CONTROL

WIRING COMPLETE.

NOT USED.

PROVIDE SUPERVISORY CONTROL PANEL COMPLETE.

PROVIDE PIPING, INSULATION, HANGERS, AND SUPPORTS

COMPLETE.

PROVIDE MOTORIZED DAMPER COMPLETE APPROX 18 FT

AFF UON.

PROVIDE HEAT PUMP AND STEEL EQUIPMENT STAND

COMPLETE. PROVIDE REFRIGERANT PIPING, HANGERS,

SUPPORTS, ALUMINUM JACKETING (EXTERIOR PIPING

ONLY), AND INSULATION COMPLETE. UNIT SHALL BE

ELEVATED 30" AFG.

PROVIDE CEILING FAN, VARIABLE SPEED CONTROLS,

HANGERS, SUPPORTS, AND DOWN ROD COMPLETE. MOUNT

APPROXIMATELY 14' AFF.

48"Hx36"W WITH 50% MIN FREE AREA LOUVER BY

ARCHITECT.

18"Hx18"W WITH 50% MIN FREE AREA LOUVER BY

ARCHITECT.

12"Hx12"W WITH 50% MIN FREE AREA LOUVER BY

ARCHITECT.

PROVIDE EXHAUST FAN, HANGERS, AND SUPPORTS

COMPLETE BELOW MEZZANINE FLOOR.

PROVIDE AIR HANDLING UNIT, DIRECT DIGITAL CONTROL,

HANGERS, AND SUPPORTS COMPLETE. PROVIDE

CONDENSATE PIPING AND ROUTE TO EXTERIOR GRADE.

RETURNS SHALL BE LOCATED 4" BELOW CEILING GRID.

PROVIDE ELECTROMAGNETIC WATER METER COMPLETE

ON THE DOMESTIC WATER SERVICE. PROVIDE FULL SIZE

BYPASS PIPING. PROVIDE BYPASS ISOLATION VALVE AND

EQUIPMENT ISOLATION VALVES COMPLETE.

PROVIDE SMOKE DETECTOR AND CONTROLS COMPLETE.

PROVIDE MOTORIZED DAMPER 9' ABOVE FINISHED FLOOR.

PROVIDE OCCUPANCY SENSOR COMPLETE.

PROVIDE DUCTLESS SPLIT SYSTEM HEAT PUMP AND WALL

BRACKET COMPLETE. PROVIDE REFRIGERANT PIPING,

HANGERS, SUPPORTS, ALUMINUM JACKETING (EXTERIOR

PIPING ONLY), AND INSULATION COMPLETE. MOUNT UNIT

30" AFG.

R E

V

IS

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N

S T

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LA

N

S A

U G

C H

A N

IC

A

L D

E

TA

IL

S

M-501

W P

C -M

-5

.D W

G

E

TS

M

TF

M

TF

MOTOR ACTUATOR

SUITABLE FOR

DAMPER SIZE

MOTOR OPERATED DAMPER,

PROVIDE OPPOSED BLADE

TYPE, U.O.N.

INSULATION (TYP.)

AIR

FLOW

DUCTWORK

NO SCALE

MOTORIZED DAMPER DETAIL

TURNING

VANES, SINGLE

THICKNESS

ELBOW

TEE

DUCTWORK FITTING DETAIL

NO SCALE

D

45°

MAIN DUCT

45°45°

W

SA/OA

RA/EA MAIN

DUCT

STRAIGHT

3/4 D THROAT

RADIUS

MAY BE USED ANYWHERE

D +3/4 D HEEL R

BRANCH DUCT

BALANCING DAMPER

(B.D.)

SA/OA

RA/EA

L = 1/4W

L (4" MIN.)

BRANCH DUCT

BALANCING

DAMPER (B.D.)

W

USE ONLY WHERE RECTANGULAR RUN-OUTS ARE INDICATED ON DRAWINGS

SA/OA

RA/EA

MAIN

DUCT

BRANCH

DUCT

BALANCING DAMPER

(B.D.)

USE ONLY WHERE ROUND RUN-OUTS ARE INDICATED ON DRAWINGS

ROUND

RECTANGULAR

L (4" MIN.)

L = 1/4W

TYPICAL BRANCH CONNECTION

NO SCALE

ESCUTCHEON PLATE

(WHERE EXPOSED)

WATERPROOF

SEALANT

BACK-UP

MATERIAL

EXTERIOR INTERIOR

ANCHOR

PIPE

PIPE SLEEVE

WALL

PIPE SLEEVE THRU EXTERIOR WALL DETAIL

NO SCALE

INSULATION

CONDENSATE DRAIN TRAP DETAIL

NO SCALE

DRAIN PAN TRAPPING FOR

SECTION UNDER NEGATIVE

PRESSURE:

L = H + J + PIPE DIAMETER WHERE:

H = 1 INCH FOR EACH INCH OF

NEGATIVE PRESSURE PLUS 1 INCH

J = 1/2 H

DRAIN PAN TRAPPING FOR

SECTION UNDER POSITIVE

PRESSURE:

L = H + J + PIPE DIAMETER WHERE:

H = 1/2 INCH (MINIMUM)

J = 1/2 INCH PLUS THE UNIT

POSITIVE STATIC PRESSURE AT

COIL DISCHARGE (LOADED

FILTERS)

CLEANOUT (TYP. FOR 2)

DRAIN LINE SHALL BE AT

LEAST THE SAME SIZE AS THE

NIPPLE ON THE DRAIN PAN

PITCH DOWN

TOWARD DRAIN,

ROUTE AS

INDICATED ON

PLAN DRAIN

PAN

L

J

H

PROVIDE (3) 1/4"ø VENT HOLES

AUXILIARY DRAIN PAN DETAIL

NO SCALE

PROVIDE ANTI-BACTERIAL

PADS IN PAN

MOUNT AT LOWEST

POINT IN DRAIN PAN

MOISTURE DETECTOR

PAN SHALL BE CONSTRUCTED

WELD ALL SEAMS (TYP.)

OF 20 GAGE GALVANIZED

WIDTH SHALL BE EQUAL

TO EQUIPMENT PLUS 6"

PROVIDE PERMANENT

DIRECT FLOW TO DRAIN

BREAK IN PAN TO

SECTION 'A-A'

SHARP

EDGES

A'

A'

2" MINIMUM

EQUAL TO EQUIPMENT

LENGTH SHALL BE

ROLL IN

PLUS 6"

SHEET METAL

INTERLOCK WITH DDC

SYSTEMS AND UNIT

VIBRATION

ISOLATOR

FLEXIBLE

CONNECTION EXHAUST

DUCT

EXHAUST

FAN

DOUBLE

NUT

FLANGE

IN-LINE EXHAUST FAN SUPPORT DETAIL

NO SCALE

THREADED ROD

(TYPICAL)

SUPPORT FROM

STRUCTURE ABOVE

THREADED ROD

(TYPICAL)

STEEL ANGLE

NUT WITH LOCK

WASHER (TYPICAL)

METAL HANGER STRAP

SECURE TO BOTTOM

AND SIDES OF DUCT

WITH SHEET METAL

SCREWS

NOTE: FOR ANGLE SIZE AND HANGER STRAP GAUGE,

SEE SMACNA LOW PRESSURE DUCT CONSTRUCTION

STANDARDS.

DUCT SUPPORT DETAIL

NO SCALE

CAULK

CAULK

WALL CONSTRUCTION

VARIES, SEE ARCH.

DRAWINGS.

IMBED IN SEALANT

STAINLESS STEEL BOLTS

WITH EXPANSION

SHIELDS (TYPICAL)

BIRDSCREEN

CLIP ANGLES

(TYPICAL)

IMBED IN

SEALANT

TYPICAL LOUVER DETAIL

NO SCALE

F1 F3 F5 F8

D4

A1 A3 A6 A8

US Army Corps of Engineers ®

SHEET ID

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A R

M Y

C O

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ET

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M

A

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P R

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C T

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IN

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K D

IS

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IC

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N E

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K , N

E W

Y O

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2 3 4 5 6 7 8 9 10

C

D

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F

G

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C

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P O

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E E

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2D S

B

07/24/19

6" ALL AROUND

UNIT

45°

CHAMFER

GRADE 4"

2"

CONCRETE PAD DETAIL - EXTERIOR

NO SCALE

6/6 WIRE

MESH

EQUIPMENT

D2

R E

V

IS

IO

N

S T

O P

LA

N

S A

U G

WP

STORAGE

OFFICE

TELECOM

PUBLIC

UNISEX

EMPLOYEE

UNISEX

WP

GFI

GFI

E E

CEILING 2KW HEAT

WP

GFIGFI

WP

GFI GFI GFI

GFI

GFI

GFI

GFI

GFI GFI GFI GFI

F

S

GARAGE/VEHICLE BAYS

CR

DC

ES

RTE

H H H

HHH

K

GFI

GFI

GFI

M

S

M

S

M

S

S

S

S

M

M

M

M

S

S

S

M

LO

C

W

W W

GFI

"P1"

"MDP"

"P2"

E E E E E

P2-1; 3 #8, 1 #10

GND - 1"C

P2-2; 3 #8, 1 #10

GND - 1"C

P2-7; 3 #8, 1 #10

GND - 1"C

P2-8; 3 #8, 1 #10

GND - 1"C

P2-13; 3 #8, 1 #10

GND - 1"C

MDP-25EF-2; 1/2HP, 208V, 3Ø

3P 30

NF

UH-1 UH-2

MDP-37; 3 #10, 1 #10

GND - 3/4"C

E 3P 30

NFAHU-1; 20 MCA,

208V, 3Ø

(1) 1" C WITH 2-STRAND FIBER

OPTIC CABLE RUN BELOW SLAB

FROM TELECOMMUNICATIONS

BACKBOARD TO POWER METER

LOCATION.

P1-17

WPP1-19

P1-10

P1-21

P1-23

P1-1

M

JP-31

E

EF-1; 1/4 HP, 120V

MOTORIZED

DAMPER, 120V

E

WH-1, 4.5KW,

208V, 1Ø

P1-7

P1-5

P1-9

P1-15 P1-13

GFI

P1-11 2 #10, 1 #10

GND - 3/4"C

3P 30

NF

S

M

S

WP

F

S

WP

E

J

E E E

J

MOTORIZED DOOR

OPERATOR 3HP,

208V, 3Ø, TYP. OF 4

P1-26 P1-32

CT AND KWH METER CABINET.

SEE ELECTRICAL ONE-LINE

DIAGRAM SHEET E-601

DDC VFD

UP TO

MEZZANINE

ABOVE

E

E M

MOTORIZED DAMPER, 120V.

MDP-12

EM

EEEE

M M M M

JJJJ

CEILING MTD

FAN, 160W, 120V,

TYP OF 4

SEE ELECTRICAL ENLARGED

TELECOM ROOM PLAN THIS

SHEET.

D

D D

RT

RT

RT

D

RT

3P 60

NF 3P 60

NF 3P 60

NF

3P 60

NF

3P 60

NF

MOTORIZED

DAMPER, 120V

RH-1, 1500W, 208V,

3Ø, TYP OF 5

P2-20 P2-14

3P 30

NF 3P 30

NF 3P 30

NF 3P 30

NF

P1-27

MOTORIZED

DAMPER, 120V

E

HP-2; 11 MCA,

208V, 3Ø

MDP-20

3P 30

NF 3R

E

HP-1; 11.9 MCA,

208V,3Ø

MDP-26

3P 30

NF 3R

WP

TMGB

BEP

FR

T

CR

K

DC

ES

RTE

E

3P 30

NF

MDP-19

AHU-2; 1 MCA, 208V, 3Ø

SHW-1

SHW-3

'SHW'S

MDP-2

TELECOM

4" CONDUITS FOR INCOMING

TELECOMMUNICATIONS

SERVICES

SHW-5

E-103

E

LE

C

TR

IC

A

L P

O W

E R

P

LA

N S

ELECTRICAL ENLARGED POWER PLAN

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE: 1/4"=1'

0 2' 4' 8' C1

W P

C -E

-1

.d w g

JE

B

S H

W

G M

L

CONTRACTOR SHALL MAINTAIN REQUIRED WORKSPACE ABOUT

ELECTRICAL PANELS AS REQUIRED BY NEC 2017. MARK REQUIRED

CLEAR SPACE ON FLOOR IN FRONT OF PANELS WITH YELLOW

HAZARD PAINT.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

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IN

E

E R

S D

R A

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D E

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N E

D B

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S U

B M

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D B

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S

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C H

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K E

D B

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A

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U

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P

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C O

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TR

A C

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D E

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W

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IN

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ET

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N D

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LA

M

A

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P R

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C T

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PO

IN

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IS

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N E

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K , N

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Y O

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2 3 4 5 6 7 8 9 10

C

D

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F

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P O

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O U

TH

Q

U

IN

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TR

E E

T A

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TO

N

, V A

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S M

IT

H

W

2D S

B

ELECTRICAL ENLARGED TELECOM ROOM PLAN

SCALE: 1/2" = 1'-0"

PLAN

NORTH

A1 3'

1/2" = 1'-0" 5'0'

PROVIDE 7' H X 19" W, TWO POST EQUIPMENT RACK WITH 6" CHANNELS, RMU

MARKINGS AND 1500 LB STATIC LOAD RATING. PROVIDE WITH (2) 7' H X 6" W

X 16.4" D, DOUBLE SIDED, HIGH DENSITY, FINGER TYPE VERTICAL CABLE

MANAGERS WITH DOORS. MAINTAIN 36" CLEARANCE IN BOTH FRONT AND

REAR OF RACK.

PROVIDE 12" WIDE LADDER CABLE TRAY ABOVE EQUIPMENT RACK. REFER

TO LADDER CABLE TRAY DETAIL, SHEET E-501.

PROVIDE 1P-30A CONTACTOR WITH 120V COIL CONTROLLED BY FIRE ALARM.

TO DE-ENERGIZE EXHAUST FAN IN EVENT OF FIRE ALARM INITIATION.

NOTES THIS SHEET

07/24/19

R E

V

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S T

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LA

N

S A

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MEZZANINE

DOWN TO BELOW

DN

E-104

E

LE

C

TR

IC

A

L M

E

ZZ

A N

IN

E

P O

W E

R P

LA

N

W P

C -E

-1

.d w g

JE

B

S H

W

G M

L

ELECTRICAL MEZZANINE POWER PLAN

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE: 1/4"=1'

0 2' 4' 8' B5

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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F E

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IN

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IS

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N E

W Y

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K , N

E W

Y O

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2 3 4 5 6 7 8 9 10

C

D

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F

G

H N

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C

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P O

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E E

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2D S

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07/24/19

R E

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IS

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S T

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LA

N

S A

U G

E-502

LE

C

TR

IC

A

L S

IT

E

D E

TA

IL

S

W P

C -E

-5

.d w g

JE

B

S H

W

G M

L

NO SCALE

DUCTBANK TRENCH DETAIL (PAVED AREA)

" M

IN

IM

UM

4" DETECTABLE WARNING TAPE

COMPACTED BACKFILL, COMPACT

TO 95% WITH 8" MAXIMUM LIFTS

12"12" TRENCH WIDTH

SAW CUT ROADWAY ASPHALT

REMOVE EXISTING ROADWAY TO

ACCOMMODATE TRENCH. PROVIDE NEW

ROADWAY TO MATCH EXISTING

ROADWAY

STONE BASE, MATCH EXISTING

DUCTBANK TRENCH DETAIL (GRASS AREA)

NO SCALE

" M

IN

IM

U M

12" MINIMUM

TRENCH WIDTH

DUCTBANK PER SCHEDULE

COMPACTED BACKFILL, COMPACT

TO 95% WITH 8" MAXIMUM LIFTS

FINISH GRADE

SCREENED TOP

SOIL, 4" MINIMUM

REMOVE EXISTING LANDSCAPE

AND PLANT LIFE AND SAVE FOR

REUSE AS APPLICABLE. AFTER

BACKFILL AND COMPACTION IS

COMPLETE, PROVIDE 4" OF

SCREEN TOP SOIL AND PROVIDE

LANDSCAPE AND PLANT LIFE TO

MATCH EXISTING.

EXISTING MANHOLE REBAR.