Att. 4-Drawings 2-Erie, PA.pdf

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BLDG EXPANSION

FFE=846.61

STAIR WELL

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No Parking

HR & Lab Loading

Fire

Conn

Reserved for

BUILDING 1

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UGC UGC UGC UGC UGC UGC

UGC

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE

OHE

OH

E

1.5%

DA-EX1

AREA = 0.69 AC.

C = 0.80

DA-EX2

AREA = 0.46 AC.

C = 0.65

DA-EX3

AREA = 0.14 AC.

C = 0.90

DA-SD2

AREA = 0.09 AC.

C = 0.85

DA-SD1

AREA = 0.03 AC.

C = 0.90

EX1EX2

EX3

EX4

SD1

SD2

DA-EX4

AREA = 0.11 AC.

C = 0.30

TYP

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

4"

3/

2"

1"

1-

3"

2'

6'

6"

1'

3'

MEP ENGINEER:

BOWMAN FOSTER

6353 Center Drive Norfolk, VA 23502 757-466-7400

HEALTHCARE PLANNER:

EYP

811 West Hargett St.

Raleigh, NC 27603 713-852-3610

ARCHITECT:

CB DESIGN GROUP

421 King Street

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

Erie VA Medical Center 135 East 38th Street, Erie, PA 16504

2345678910111213141516

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C

D

F

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STRUCTURAL ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

FP/LS ENGINEER:

STANTON ENGINEERING

10280 Old Columbia Rd.

Ste. 275 Columbia, MD 21046 410-290-9304

CIVIL ENGINEER:

Integrity Federal Services 148 S. Queen Street Suite 201 Martinsburg, WV 25401 304-725-8456

03/07/2023

VA 562-184ERIE VAMC - CONSOLIDATED

PRIMARY CARE

CDF SUBMISSION

VA

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BJSDCW

INLET DRAINAGE AREAS AND

CALCULATIONS

CG201

N

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

INLET DRAINAGE AREA/FLOW TABLE

DRAINAGE AREA ID TOTAL AREA C-FACTOR Tc INTENSITY (10-YR) POST FLOW (10-YR)

DA-EX1 0.69 0.80 5 MINUTES 6.23 3.44

DA-EX2 0.32 0.80 5 MINUTES 6.23 1.59

DA-EX3 0.14 0.90 5 MINUTES 6.23 0.78

DA-EX4 0.11 0.30 5 MINUTES 6.23 0.21

DA-SD1 0.03 0.90 5 MINUTES 6.23 0.17

DA-SD2 0.09 0.85 5 MINUTES 6.23 0.48

DA-SD3 0.14 0.35 5 MINUTES 6.23 0.31

NOTE: RAINFALL DATA ARE BASED ON NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES

SITE KEY MAP

NOT TO SCALE

OL

FR

EN

CH

R

OA

EAST 38TH STREET

IMPROVEMENT

AREA

INLET DRAINAGE AREAS AND CALCULATIONS

AutoCAD SHX Text

F.H.

W.V.

5"

F.P.

C.O.

10"

12"

16"

2"(3)

2"(5)

3"(5)

S

GM

STATE RIGHT-OF-WAY

VA HOSPITAL

FFE: 274.56

Fire Syst.

Shut-off

LAWN

GATE VALVE

FIRE HYDRANT

POST INDICATOR VALVE (TBR)

12" DISTRIBUTION MAIN

CONCRETE WALK

20" STEEL

T

TELE. MH

ELEC. MH

FIRE ALARM JUNCTION BOX

MAG NAIL N: 714113.4690 E: 1340891.4160 ELEV: 260.60

SCHOOL ZONE SIGN & SIGNAL

AGGRESSIVE DRIVER SIGN

EX. SAN MH RIM: 266.25 INV IN: 255.35 INV OUT: 255.30

EAST 38th STREET - STATE ROUTE 4016 (90' RIGHT OF WAY)

EX. MANHOLE (ASSUMED SAN.)

EX. SAN MH RIM: 263.05 INV IN (S): 253.35

INFORMATION SIGN

NO PARKING SIGN

ONE WAY SIGN

SIGN KEEP RIGHT

END SCHOOL ZONE SIGN

(TBR)

CONC. WALK

CANOPY COLUMN POST TO REMAIN (TYP.)

CANOPY

PROPERTY BOUNDARY

DECK

STEPS

SUITE 301

Ste. 275

EROSION AND SEDIMENT CONTROL

NOTES

GK100

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE ERIE E&S INSPECTOR SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE ERIE INSPECTOR MAY REQUIRE A WRITTEN

SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE CONTRACTING OFFICER REPRESENTATIVE (COR) SHALL INVITE ALL CONTRACTORS, THE VA MEDICAL CENTER DIRECTOR, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF

IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION

DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. THE CONTRACTOR SHALL NOTIFY, AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE

PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN

WRITING FROM CITY OF ERIE PRIOR TO IMPLEMENTATION.

5. PRIOR TO COMMENCING CLEARING AND GRADING, CONTRACTOR TO INSTALL PERIMETER EROSION

AND SEDIMENT CONTROLS.

6. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

7. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMP'S SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

8. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF WORK BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED BEFORE

CLEARING AND GRUBBING OPERATIONS BEGIN.

9. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION AND NOTIFY CITY OF ERIE.

11. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE CITY OF ERIE REGULATIONS.

12. ALL OFF-SITE WASTE AND BORROW AREAS (IF APPLICABLE) MUST HAVE AN E&S PLAN APPROVED BY

CITY OF ERIE FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

14. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED WITHIN 24 HOURS. IF THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED TO BE IMPLEMENTED WITHIN 48 HOURS.

16. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

18. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES, 6 TO 12 INCHES ON COMPACTED SOILS, PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES

AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL SPECIFICATIONS,

REQUIREMENTS, OR CODES.

21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN

THICKNESS.

22. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH

THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

23. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

24. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

25. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO

SLUMPING, SLIDING, OR OTHER MOVEMENTS.

26. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY CITY OF

ERIE.

27. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL REVIEW SITE FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMP'S.

28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S

MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER

MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE RE/COR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A

FINAL INSPECTION.

30. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN

NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

31. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD

DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO CITY OF ERIE.

32. THE SOIL EROSION WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENTS BY THE

CONTRACTOR.

SOURCE: EROSION AND SEDIMENT CONTROL DETAILS ARE BASED ON INFORMATION

FROM THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EROSION AND SEDIMENT CONTROL MANUAL UNLESS OTHERWISE NOTED.

SEQUENCE OF EARTHMOVING

ACTIVITIES AND BMP INSTALLATION AND REMOVAL

1. ESTABLISH PERIMETER CONTROL

1.1 PROVIDE ROCK CONSTRUCTION ENTRANCES.

1.2 PROVIDE COMPOST FILTER SOCK

2. SITE PREPARATION

2.1 PROVIDE FOR SITE REMOVALS

2.2 STRIP AND STOCKPILE TOPSOIL

3. EARTHWORK

3.1 BEGIN AT LOW END OF SITE.

3.2 PROVIDE DEWATERING.

3.3 PROVIDE FOR SUB-SURFACE DRAINAGE.

3.4 PROVIDE FOR SWM ITEMS.

4. UPSTREAM CONVEYANCE SYSTEM

4.1 BEGIN AT LOW END OF SITE.

4.2 PROVIDE RIPRAP.

5. SITE STABILIZATION

5.1 PROVIDE EARTHWORK AND GRADING TO SHAPE REMAINDER OF SITE.

5.2 PROVIDE SUBBASE FOR PAVED AREAS.

5.2.2 PROVIDE STABILIZATION BLANKET, TOPSOIL AND SEED FOR ALL SLOPED AREAS STEEPER THAN

1V:4H.

6. SITE IMPROVEMENTS

6.1 PROVIDE ALL PERMANENT LANDSCAPING AS INDICATED

6.2 PROVIDE REMAINING SITE IMPROVEMENTS (INCLUDES FINISHED PAVING) RESTORE ALL DISTURBED

AREAS.

7. BMP REMOVALS

7.1 AFTER ALL EXPOSED AREAS ARE STABILIZED AS INDICATED.

7.1.1 REMOVE COMPOST FILTER SOCK.

7.1.2 REMOVE INLET PROTECTION.

8. MAINTENANCE

8.1 PRIOR TO ANTICIPATED RAIN EVENTS AND AFTER ALL RAIN EVENTS CHECK BMP MEASURES AND

RESTORE INTEGRITY OF SAME.

8.2 BARE SPOTS OR WASHED OUT AREAS SHALL BE REWORKED TO ENSURE PROPER SEED

GERMINATION AND STABILIZATION.

8.3 PROVIDE FOR REMOVAL OF SEDIMENT ALONG ROADWAYS.

9. DURATION

9.1 ESTABLISH PERIMETER CONTROLS 10 TO 15 DAYS

9.2 SITE PREPARATION 5 TO 10 DAYS

9.3 EARTHWORK 20 TO 45 DAYS

9.4 UPSTREAM CONVEYANCE SYSTEM 20 TO 45 DAYS

9.5 SITE STABILIZATION 15 TO 20 DAYS

9.6 SITE IMPROVEMENTS 25 TO 35 DAYS

9.7 BMP REMOVALS 10 TO 15 DAYS

BMP MAINTENANCE

PROGRAM CONSTRUCTION PHASE

ROCK CONSTRUCTION ENTRANCE - RCE

1 RESPONSIBILITY

1.1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ROCK CONSTRUCTION ENTRANCE DURING

THE CONSTRUCTION PHASE

2. MAINTENANCE REQUIREMENTS

2.1 INSPECTION

INSPECT CONDITION OF ROCK CONSTRUCTION ENTRANCE DAILY.

2.2 MAINTAIN SPECIFIED THICKNESS AND DIMENSIONS OF ROCK CONSTRUCTION ENTRANCE.

2.3 PROVIDE ROCK STOCKPILE FOR REPLENISHING ROCK.

2.4 ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE

CONSTRUCTION SITE.

2.5 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR

FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH

ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND.

2.6 ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE)

OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY.

2.7 WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY

CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEAN

PAVED OR IMPERVIOUS SURFACES.

2.8 ALL OTHER ENTRANCE POINTS, WHICH ARE NOT STABILIZED, SHALL BE BLOCKED OFF.

3. DISPOSAL

3.1 RETURN ALL ACCUMULATED SEDIMENT BACK TO THE CONSTRUCTION SITE. USE IN AREAS THAT

REQUIRE COMMON FILL AND STABILIZE WITH VEGETABLE COVER.

3.2 DISPOSE OF TRASH AND DELETERIOUS MATERIAL IN A LAWFUL MANNER.

BMP MAINTENANCE

PROGRAM CONSTRUCTION PHASE

COMPOST FILTER SOCK - FS

1. RESPONSIBILITY

1.1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE COMPOST FILTER SOCK DURING

THE CONSTRUCTION PHASE.

INSPECTION CONDITION OF COMPOST FILTER SOCK WEEKLY AND AFTER IMMEDIATELY

AFTER THE INSPECTION.

2.2 SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH ONE HALF THE ABOVE

GROUND HEIGHT OF THE COMPOST FILTER SOCK.

2.3 ANY SECTION OF COMPOST FILTER SOCK THAT HAS BEEN UNDERMINED OR TOPPED

MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. CONTACT CIVIL

ENGINEER FOR INFORMATION RELATED TO ROCK FILTER OUTLET.

3.1 RETURN ALL ACCUMULATED SEDIMENT BACK TO THE CONSTRUCTION SITE. USE IN

AREAS THAT REQUIRE COMMON FILL AND STABILIZE WITH VEGETATIVE COVER.

DISPOSE OF TRASH AND DELETERIOUS MATERIAL IN A LAWFUL MANNER.

INLET PROTECTION - INP

1.1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INLET PROTECTION DURING THE

CONSTRUCTION PHASE.

INSPECT CONDITION OF INLET PROTECTION WEEKLY AND AFTER EACH RUNOFF EVENT.

NEEDED REPAIRS SHOULD BE INITIATED IMMEDIATELY AFTER THE INSPECTION.

2.2 CLEAN AND/OR REPLACE FILTER BAGS WHEN THE BAG IS ONE HALF FULL.

2.3 REPLACE DAMAGED FILTER BAGS.

AREAS THAT REQUIRE COMMON FILL AND STABILIZE WITH VEGETATIVE COVER.

DISPOSE OF TRASH AND DELETERIOUS MATERIAL IN A LAWFUL MANNER.

CONDUIT OUTLET PROTECTION - COP

1.1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INLET PROTECTION DURING THE

2.1 INSPECT AFTER EACH RAINFALL

2.2 MAINTAIN TOP RIPRAP ELEVATION. MAKE SURE RIPRAP IS LEVEL WITH OR SLIGHTLY

BELOW PIPE INVERT.

2.3 REPLACE ROCK CHOKED WITH SEDIMENT.

2.4 REPAIR VEGETATED STABILIZATION AREA DOWNSTREAM OF RIPRAP.

2.5 REMOVE TRASH AND OTHER OBJECTIONABLE MATERIAL.

VEGETABLE COVER - VC

1.1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VEGETATIVE COVER THE

INSPECTION CONDITION OF VEGETATIVE COVER WEEKLY AND AFTER EACH RUNOFF

EVENT. NEEDED REPAIRS SHOULD BE INITIATED IMMEDIATELY AFTER THE INSPECTION.

2.2 REPAIR NEWLY FORMED CHANNELS OR GULLIES.

2.3 RE-SEED OR SOD BARE SPOTS.

2.4 MOW TO A MINIMUM HEIGHT OF 4 INCHES.

2.5 REMOVE ALL UNWANTED VEGETATION, TRASH AND DELETERIOUS MATERIAL.

AREAS THAT REQUIRE COMMON FILL AND STABILIZED WITH VEGETATIVE COVER.

3.2 DISPOSE OF TRASH AND DELETERIOUS MATERIAL IN A LAWFUL MANNER.

CLEAN FILL NOTE

1. CONTRACTOR SHALL CONFORM TO THE PADEP CLEAN FILL POLICY. ALL FILL IS

SUBJECT TO ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF IT IS CLEAN FILL.

2. CLEAN FILL IS DEFINED BY THE PADEP AS UNCONTAMINATED, NON-WATER-SOLUBLE,

NONDECOMPOSABLE INERT SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK,

STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM

CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE

AND RECOGNIZABLE AS SUCH. (25 PA CODE SECTIONS 271.101 AND 287.101) THE TERM

DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE

COMMONWEALTH UNLESS OTHERWISE AUTHORIZED.

3. ENVIRONMENTAL DUE DILIGENCE IS DEFINED BY THE PADEP AS INVESTIGATIVE

TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS,

ELECTRONIC DATA BASE SEARCHES, REVIEW OF OWNERSHIP AND USE HISTORY OF

PROPERTY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION

SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS.

TEMPORARY SEEDING MIXTURE (MARCH 15 - OCTOBER 15)

TEMPORARY SEEDING SHALL CONSIST OF ANNUAL RYEGRASS (100 PERCENT BY WEIGHT), OR

EQUIVALENT, AND SHALL BE PLACED AT THE RATE OF 10 POUNDS PER 1000 SQUARE YARDS.

TEMPORARY SEEDING SHALL BE APPLIED TO THOSE AREAS THAT ARE A POTENTIAL EROSION PROBLEM DURING CONSTRUCTION AND TO THOSE AREAS EXPOSED FOR LONGER THAN 20 CALENDAR DAYS. IF CONDITIONS DO NOT PERMIT TEMPORARY SEEDING, MULCHING SHALL BE EMPLOYED. ADDITIONALLY, FERTILIZER (50-50-50) @ ONE (1) TON PER ACRE, AGRICULTURAL LIME @ ONE (1) TON PER ACRE, AND STRAW MULCH @ THREE (3) TONS PER ACRE. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT

CHOPPED OR FINELY BROKEN.

PERMANENT SEEDING MIXTURE (MARCH 15 - JUNE 1/AUGUST 1 - OCTOBER 15)

THE FOLLOWING SEEDING MIXTURE, APPLIED AT THE RATE OF 21.0 POUNDS PER 1,000 SQUARE YARDS:

A) PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A COMBINATION OF IMPROVED CERTIFIED

VARIETIES WITH NO ONE VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT. 20%

OF THE TOTAL SEED MIXTURE BY WEIGHT; PURITY: 98%; GERMINATION: 90%; MAXIMUM

PERCENTAGE OF WEED SEED: 0.15%.

B) CREEPING RED FESCUE OR CHEWINGS FESCUE. PERCENTAGE OF TOTAL SEED MIXTURE BY

WEIGHT: 30%; PURITY: 98%; GERMINATION: 85%; MAXIMUM PERCENTAGE OF WEED SEED:

0.15%.

C) KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A COMBINATION OF IMPROVED CERTIFIED

VARIETIES WITH NO ONE VARIETY EXCEEDING 25% OF THE TOTAL KENTUCKY BLUEGRASS

COMPONENT. PERCENTAGE OF TOTAL SEED MIXTURE BY WEIGHT: 50%; PURITY: 98%;

GERMINATION: 80%; MAXIMUM PERCENTAGE OF WEED SEED: 0.20%.

FERTILIZER SPECIFICATIONS

APPLY FERTILIZER AT THE FOLLOWING RATES:

• PULVERIZED AGRICULTURAL LIMESTONE — 800 LB/1000 YD2

• 10-20-20 ANALYSIS COMMERCIAL FERTILIZER — 140 LB/1000 YD2

• 38-0-0 UREAFORM FERTILIZER — 50 LB/1000 YD2

OR

• 32-0-0 TO 38-0-0 SULFUR COATED UREA FERTILIZER — 59 LB/1000 YD2 TO 50 LB/1000 YD2

AS DIRECTED

OR

• 31-0-0 IBDU FERTILIZER — 61 LB/1000 YD2

MULCH SPECIFICATIONS

SEEDED AREAS. THREE (3) TONS PER ACRE, EITHER ONE OR A COMBINATION OF THE FOLLOWING, AS

SPECIFIED:

· HAY. TIMOTHY HAY, MIXED CLOVER AND TIMOTHY HAY, OR OTHER ACCEPTABLE NATIVE OR

FORAGE GRASSES, WELL-CURED TO LESS THAN 20% MOISTURE CONTENT, BY WEIGHT.

· STRAW. EITHER WHEAT OR OAT STRAW, REASONABLY FREE OF VIABLE SEED, WELL CURED TO

LESS THAN 20% MOISTURE CONTENT, BY WEIGHT.

SLOPES OF 3:1 OR GREATER, USE ROLLMAX ERONET S75 EROSION CONTROL BLANKET OR APPROVED

EQUAL. HAY AND STRAW TO BE CRIMPED INTO SOIL TO ENSURE IT STAYS IN PLACE DURING

CONSTRUCTION.

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

W WWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWW

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

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

OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE

2 2

SF

SF SF SF SF SF

SF SF SF SF SF

SF - #1SF - #2

CFS - #1

SUITE 301

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PLAN

GK101

EROSION AND SEDIMENT CONTROL LEGEND

KEY NO. GRAPHIC DESCRIPTION DETAIL/PG

LIMITS OF CONSTRUCTION

4 INLET PROTECTION

STONE CONSTRUCTION

ENTRANCE WITH WASH RACK

SILT FENCESF

COMPOST FILTER SOCK3

DIVERSION DIKE5

EROSION AND SEDIMENT CONTROL PLAN

5"

F.P.

Fire Syst.

Shut-off

POST INDICATOR VALVE (TBR)

SCHOOL ZONE SIGN & SIGNAL

AGGRESSIVE DRIVER SIGN

EX. MANHOLE (ASSUMED SAN.)

EX. SAN MH RIM: 263.05 INV IN (S): 253.35

INFORMATION SIGN

NO PARKING SIGN

ONE WAY SIGN

SIGN KEEP RIGHT

END SCHOOL ZONE SIGN

(TBR)

GK102

5-6

SUITE 301

Ste. 275

DETAILS

STANDARD CONSTRUCTION DETAIL #6-4

TOP OF SLOPE BERM

NOT TO SCALE7

STANDARD CONSTRUCTION DETAIL #4-15

FILTER BAG INLET PROTECTION - TYPE C INLET

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET

NOT TO SCALE6NOT TO SCALE5

STANDARD SILT FENCE (18" HIGH)

NOT TO SCALE4

TEMPORARY VISUAL BARRIER

CONSTRUCTION FENCE NOTES/SPECIFICATIONS:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION

FENCE, SEVEN FOOT MINIMUM HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS AND NOT

THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ALLOW FOR

THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED CONSTRUCTION FENCE SYSTEM FOR REVIEW AND

APPROVAL BY THE RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS

WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY THE

RE/COR.

TEMPORARY VISUAL BARRIER CONSTRUCTION FENCE

NOT TO SCALE8

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

NOT TO SCALE1 NOT TO SCALE2 NOT TO SCALE3 COMPOST FILTER SOCK

FL

OW

FLOW

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2 IN. x 2 IN. WOODEN

STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL

MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS

TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND

DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD

AS A SOIL SUPPLEMENT.

FABRIC SHALL HAVE THE MINIMUM PROPERTIES AS SHOWN IN TABLE 4.3 OF THE PA DEP EROSION CONTROL MANUAL.

FABRIC WIDTH SHALL BE 30 IN. MINIMUM. STAKES SHALL BE HARDWOOD OR EQUIVALENT STEEL (U OR T) STAKES.

SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF THE FENCE SHALL BE EXTENDED AT LEAST 8

FEET UP SLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH HALF THE ABOVE GROUND HEIGHT OF THE FENCE.

ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE IMMEDIATELY REPLACED WITH A

ROCK FILTER OUTLET (STANDARD CONSTRUCTION DETAIL # 4-6).

FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA IS PERMANENTLY STABILIZED.

FILL SLOPE TRACKED, SEEDED AND MULCHED IN 15 FT. VERTICAL INCREMENTS, BLANKETED IN CRITICAL AREAS.

2:1 MAX.

NOTES: TEMPORARY BERMS SHALL BE PLACED, MAINTAINED, AND ADJUSTED CONTINUOUSLY UNTIL 90% VEGETATIVE GROWTH IS ESTABLISHED ON THE EXTERIOR SLOPES WITH PERMANENT STORM DRAINAGE FACILITIES FUNCTIONING. BERMS SHALL OUTLET TO SLOPE PIPES, CHANNELS, OR OTHER APPROVED MEANS OF CONVEYING RUNOFF TO A SEDIMENT TRAP, SEDIMENT BASIN, OR COLLECTOR CHANNEL. CHANNEL BEHIND BERM SHALL HAVE POSITIVE GRADE TO OUTLET AND AN APPROPRIATE PROTECTIVE LINING. BERM SHALL BE ADEQUATELY COMPACTED TO PREVENT FAILURE. AN ACCEPTABLE ALTERNATIVE TO TOP-OF-SLOPE BERM IS TO CONTINUOUSLY GRADE THE TOP OF FILL TO DIRECT RUNOFF AWAY FROM THE FILLSLOPE TO A COLLECTOR CHANNEL, SEDIMENT TRAP, OR SEDIMENT BASIN.

SECTION VIEW

INLET GRATE

1 IN. REBAR FOR BAG REMOVAL FROM INLET

SANDBAG, FILTER LOG, COMPOST SOCK, OR FILTER TUBE

EXPANSION RESTRAINT ( IN. NYLON ROPE)14 IN. NYLON ROPE)

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

TOP

OF

CURB

STORM

INLET

BERM

2:1 MAX (TYP.)

INSTALLATION DETAIL

ISOMETRIC VIEW

NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

CURB

EXTEND BERM OVER CURB IF RUNOFF IS BYPASSING INLET ON LANDWARD SIDE

INLET GRATE

1 IN. REBAR FOR BAG REMOVAL FROM INLET

EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

STORM

INLET

2:1 MAX (TYP.)

INSTALLATION DETAIL

ISOMETRIC VIEW

NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

BERM

2:1 MAX.

6 IN. MIN. HEIGHT

3:1

EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

FILTER BAG

WELL VEGETATED, GRASSY AREA

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

CLAMPS

DISCHARGE HOSE

PUMP

INTAKE HOSE

HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

ELEVATION VIEW

NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

PROPERTY

TEST METHOD

MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH

ASTM D-4884

60 LB/IN

GRAB TENSILE

ASTM D-4632

205 LB

PUNCTURE

ASTM D-4833

110 LB

MULLEN BURST

ASTM D-3786

350 PSI

UV RESISTANCE

ASTM D-4355

70%

AOS % RETAINED

ASTM D-4751

80 SIEVE

EXISTING ROADWAY

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING GROUND

MIN 8" AASHTO #1

MOUNTABLE BERM (6 IN. MIN.)*

EXISTING ROADWAY

PROFILE

NOTES: REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

FABRIC FENCE

SUPPORT STAKE *

TOE ANCHOR TRENCH

STAPLES

STAKE

COMPACTED BACKFILL

UNDISTURBED GROUND

FILL SLOPE

* STAKES SPACED AT 8 FT. MAX. USE 2 IN X 2 IN (±3/8 IN.) WOOD OREQUIVALENT STEEL (U OR T) STAKES

6 IN.

JOINING FENCE SECTIONS

OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE

PRIMARY CONSTRUCTION

ACCESS ROUTE

SUITE 301

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CONSTRUCTION PHASING PLAN

GK200

NIMPROVEMENT

EAST 38TH STREETCONSTRUCTION PHASING PLAN

CONSTRUCTION PHASING LEGEND

GRAPHIC DESCRIPTION

LIMITS OF PHASE

PHASE # DESCRIPTION

IMPROVEMENTS INCLUDE:

· DEMOLITION ACTIVITIES

· INSTALL NEW UTILITIES PIPING AND STRUCTURES

· INSTALL NEW SIDEWALKS, CURBING, AND ASPHALT PAVEMENT

· COMPLETE MILL AND OVERLAY ACTIVITIES

· INSTALL NEW SIGNAGE AND PAVEMENT MARKINGS

· FINAL STABILIZATION ONCE ALL IMPROVEMENTS ARE COMPLETED

· REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION

PHASING RELATED TO THE BUILDING EXPANSION CONSTRUCTION

AND INTERIOR IMPROVEMENTS

PHASE 1A

OPTIONAL CONSTRUCTION ENTRANCE LOCATIONS

(CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE

PERMITS AND OBTAINING APPROVAL ON FINAL LOCATION FROM THE

MEDICAL CENTER DIRECTOR). ANY EXISTING

FEATURES/INFRASTRUCTURE IMPACTED FOR THE INSTALLATION OF

THE CONSTRUCTION ENTRANCE THAT ARE SHOWN TO REMAIN TO BE

REPAIRED/REPLACED TO A NEW CONDITION.

PHASE 1B IMPROVEMENTS INCLUDE:

· INSTALL NEW UTILITIES PIPING AND STRUCTURES

· INSTALL NEW SIDEWALKS, CURBING, AND ASPHALT PAVEMENT

· COMPLETE MILL AND OVERLAY ACTIVITIES

· INSTALL NEW SIGNAGE AND PAVEMENT MARKINGS

PHASE 2 IMPROVEMENTS INCLUDE:

· INSTALL NEW SIDEWALKS, CURBING, AND ASPHALT PAVEMENT

· INSTALL RELOCATED BUS SHELTER

· COMPLETE MILL AND OVERLAY ACTIVITIES

· INSTALL NEW SIGNAGE AND PAVEMENT MARKINGS

PHASE 3 IMPROVEMENTS INCLUDE:

· INSTALL NEW UTILITIES PIPING AND STRUCTURES

· INSTALL NEW SIDEWALKS, CURBING, AND ASPHALT PAVEMENT

· COMPLETE MILL AND OVERLAY ACTIVITIES

· INSTALL NEW SIGNAGE AND PAVEMENT MARKINGS

PHASE 4 EXISTING VESTIBULE/ENTRANCE TO REMAIN ACCESSIBLE THROUGHOUT

CONSTRUCTION UNTIL ALL OTHER BUILDING AND SITE IMPROVEMENTS

ARE COMPLETE.

IMPROVEMENTS INCLUDE:

· INSTALL NEW UTILITIES PIPING AND STRUCTURES

· INSTALL NEW SIDEWALKS, CURBING, AND ASPHALT PAVEMENT

· COMPLETE MILL AND OVERLAY ACTIVITIES

· INSTALL NEW SIGNAGE AND PAVEMENT MARKINGS

PHASE 1A

PHASE 3

PHASE 1B PHASE 2

PHASE 4

REFER TO ARCHITECTURAL DRAWINGS FOR

CONSTRUCTION PHASING OF BUILDING

EXPANSION AND INTERIOR IMPROVEMENTS

NOTE: GENERAL CONTRACTOR TO DISCUSS AND FINALIZE CONSTRUCTION PHASING AND SITE ACCESS

WITH VA COR PRIOR TO COMMENCEMENT OF CONSTRUCTION.

4" PLASTIC

4" PLASTIC

BUILDING

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

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

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

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE

11 11

SUITE 301

Ste. 275

LANDSCAPE PLAN

L101

PLANTING HOLE MIN. 2X

WIDTH OF ROOT BALL

REMOVE ALL WIRE, PLASTIC,

ROPE, AND BURLAP (NATURAL

AND SYNTHETIC) FROM TOP

HALF OF ROOT BALL.

8 DEPTH OF ROOT BALL

ABOVE GRADE

2 STRANDS OF GALVANIZED WIRE

TWISTED FOR SUPPORT.

SURVEYOR'S FLAGGING (TYP.)

RUBBER HOSE (TYP.)

2"x2"x48" HARDWOOD GUY

STAKES, 3 PER TREE 120°

APART DRIVEN AT 45°

3" SHREDDED HARDWOOD

MULCH, DO NOT PLACE

MULCH ADJACENT TO TRUNK

2-3" TEMPORARY SOIL

SAUCER

PLAN VIEW OF GUYING

WIRE LAYOUT

SOIL PEDESTAL

UNDISTURBED

1. STAKING AND GUYING MAY BE REQUIRED TO COUNTER

HIGH WINDS, SOIL SETTLEMENT, STEEP SLOPES,

VANDALISM, OR OTHER CONDITIONS THREATENING

TREE HEALTH OR SUITABLE GROWTH PATTERNS.

STAKES TO BE DRIVEN INTO UNDISTURBED SOIL FOR

STABILITY.

BACKFILL

DECIDUOUS TREE PLANTING DETAIL (OVER 3" CAL)1 SCALE: NTS

4" RIVER ROCK (MINERAL

MULCH).

PLANTING MIX. WATER & TAMP

TO REMOVE AIR POCKETS

CUT & REMOVE BURLAP FROM

TOP 1/3 OF SHRUB BALL AS

SHOWN. IF CONTAINER

GROWN, REMOVE CONTAINER

AND SCARIFY ROOTBALL

MIN.

MIN.

FORM SAUCER ONLY WHEN

PLANTING INDIVIDUAL SHRUB.

1. SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUSLY EXISTING GRADE.

2. PRUNE OUT DEAD OR BROKEN BRANCHES AT TIME OF INSTALLATION.

SHRUB PLANTING DETAIL2 SCALE: NTS

TREE / SHRUB

PLANT KEY / QUANTITY

GRAPHIC LEGEND:

LIMITS PLANT / MULCH BED

2 RIVER ROCK (MINERAL MULCH)

TURF SOD

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

1. CONTRACTOR TO PROVIDE CLIENT SAMPLES OF RIVER ROCK FOR APPROVAL PRIOR TO INSTALLATION.

2. RIVER ROCK SHALL BE NATURAL IN COLOR, SIZE TO BE BETWEEN 3" TO 4".

3. STONE MULCH TO BE WASHED AND FREE OF ALL ORGANIC MATERIAL.

4. MULCH BEDS TO HAVE SPADE EDGE WHERE ADJACENT TO TURF.

RIVER ROCK (MINERAL MULCH)3 SCALE: NTS

L101

LANDSCAPE PLAN

SANITARY MANHOLE RIM=835.17 INV. IN(SE)=832.72 IN(SE)=832.72 INW. INV.(S)=823.77 INV.(S)=823.77 INV. OUT(N)=823.77OUT(N)=823.77

Y

IB

WASHED RIVER ROCK

SUBGRADE

WEED CONTROL FABRIC

GENERAL LANDSCAPE NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING TURF AND UNSUITABLE SOILS IN PREPARATION OF NEW PLANTINGS. CONTRACTOR SHALL REMOVE EXISTING TURF AND UNSUITABLE SOILS IN PREPARATION OF NEW PLANTINGS. ONTRACTOR SHALL REMOVE EXISTING TURF AND UNSUITABLE SOILS IN PREPARATION OF NEW PLANTINGS. . 2. ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE LATEST VERSION OF THE AMERICAN STANDARD OF NURSERY ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE LATEST VERSION OF THE AMERICAN STANDARD OF NURSERY STOCK (ANSI Z60.1). PLANT MATERIALS SHALL BE OF STANDARD QUALITY OR BETTER, TRUE TO NAME AND TYPE OF THEIR SPECIES OR VARIANT. 3. ALL WORKMANSHIP AND MATERIALS (INCLUDING PLANTS) TO BE GUARANTEED FOR ONE FULL YEAR FOLLOWING INITIAL ALL WORKMANSHIP AND MATERIALS (INCLUDING PLANTS) TO BE GUARANTEED FOR ONE FULL YEAR FOLLOWING INITIAL ACCEPTANCE OF INSTALLATION BY PROJECT REPRESENTATIVE. PROJECT REPRESENTATIVE. . 4. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE LANDSCAPE SPECIFICATION GUIDELINES ADOPTED THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE LANDSCAPE SPECIFICATION GUIDELINES ADOPTED BY THE LANDSCAPE CONTRACTORS ASSOCIATION FOR PLANTING BED PREPARATION AND SOIL MIX GUIDELINES AND PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND TO NOTIFY RE/COR IF THE FIELD CONDITIONS ARE NOT IN CONFORMANCE WITH THE APPROVED PLANS. 7. ALL PLANT MATERIAL TO BE INSPECTED BY PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS THAT ARE ALL PLANT MATERIAL TO BE INSPECTED BY PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS THAT ARE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS THAT ARE PRIOR TO INSTALLATION. PLANTS THAT ARE DAMAGED OR DO NOT CONFORM TO THE REQUIRED SPECIFICATION SHALL BE REJECTED. 8. IF DISCREPANCIES EXIST BETWEEN THE QUANTITIES IN THE PLANT LIST AND QUANTITIES ON THE PLAN, THE PLAN IF DISCREPANCIES EXIST BETWEEN THE QUANTITIES IN THE PLANT LIST AND QUANTITIES ON THE PLAN, THE PLAN SHALL PREVAIL. IF DISCREPANCIES EXIST BETWEEN PLANT SYMBOL AND NUMBERED QUANTITY, THE NUMBER OF SYMBOLS SHALL PREVAIL. 9. WHERE THE PLAN AND WRITTEN SPECIFICATIONS CONFLICT, THE WRITTEN SPECIFICATIONS SHALL PREVAIL. WHERE THE PLAN AND WRITTEN SPECIFICATIONS CONFLICT, THE WRITTEN SPECIFICATIONS SHALL PREVAIL. 10. BID SHALL BE BASED ON ACTUAL SITE CONDITIONS. NO EXTRA PAYMENT SHALL BE MADE FOR WORK ARISING FROM BID SHALL BE BASED ON ACTUAL SITE CONDITIONS. NO EXTRA PAYMENT SHALL BE MADE FOR WORK ARISING FROM ACTUAL SITE CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS AND SPECIFICATIONS. 11. ALL PERVIOUS AREAS NOT SHOWN AS PLANTINGS OR MULCH BEDS SHALL BE SOD.ALL PERVIOUS AREAS NOT SHOWN AS PLANTINGS OR MULCH BEDS SHALL BE SOD.

MS

AR

MS

HS

IB

EXAM 39

1N158 1C30

EXAM 38

1N157 1C28

EXAM 37

1N155 1C26

EXAM 29

1N153 1C24

EXAM 28

1N152 1C22

EXAM 36

1N161 1C32

EXAM 32

1N163 1C34

COMM

1N162 1C33

CORRIDOR

1C5

EXAM

1N146 1C16

EXAM 27

1N151 1C20

ONCOLOGY

1N120 1C10

1N119 1C11

COMMUNICATION

1N118 1C08

EXAM 25

1N145 1C19

EXAM 23

1N143 1C17

1N140 1C4

CLEAN

UTILITY

1N141 1C15

ELEC.

1N130A 1C13B

DATA

1N130B

1C13AEXAM

1N142 1C12

PHARMACIST

1N166 1C37

EXAM 30

1N165 1C36

MED ROOM

1N130C

1C38

TOILET

1N144 1C14

1N164 1C73

1N130 1C3

1N116 1C06

1N115A 1C07A

1N113A 1C05A

1N117 1C09

1N115 1C07

1N113 1C05

1N111A

1C03A EXAM

1N111 1C03

1N110 1C1

EXAM 41

1N171 1C40

EXAM 43

1N173 1C42

1N170 1C7

EXAM 42

1N174 1C43

RESPIRATORY

1N172 1C41

WOMENS

1N105 1C01D

MENS

1N103 1C01C

1N108 1C2

1N106 1C01F

1N114 1C04

1N112 1C02

HSKG

1N107 1C01E

E-18E-18

E-17

E-16E-16

E-20 E-20

E-19

E-X3

E-X1

E-X1

E-12.1

E-X4

E-14 E-14

E-20.1 E-20.1

E-15

E-X6

E-X6E-X5

E-X5 E-LL

E-LL

E-MM

E-MM

E-NN

E-NN

E-2.1

E-2.1

E-2.5

E-2.5

E-3.1

E-3.1

E-3.8

E-3.8

E-J.2 E-J.2

E-13.8E-13.8

E-11 E-11

E-X2 E-X3.6 E-X5.8

16 16 16 16 16 16 16 16 16

A6

AD101-1A

BRICK VENEER TO BE REMOVED

WALL TO BE DEMOLISHED

ITEM TO BE DEMOLISHED

EXISTING TO REMAIN

DEMOLITION SYMBOL LEGEND

DOOR AND FRAME TO BE DEMOLISHED

AREA NOT IN CONTRACT

LEVEL 2

13' - 6 3/4"

LEVEL 1

0"

E-20 E-20.1

REMOVE STONE COPING AND

METAL FASCIA. INSTALL WOOD

BLOCKING, EXPANSION JOINT,

EXPANSION JOINT COVER, AND

FLASHING. MAINTAIN 2"

EXPANSION JOINT ZONE

BETWEEN EXISTING WALL AND

NEW CONSTRUCTION. SEE

A12/AE425.

REMOVE BRICK VENEER.

MAINTAIN 2" EXPANSION JOINT

ZONE BETWEEN EXISTING WALL

AND NEW CONSTRUCTION.

REFER TO CIVIL DRAWINGS FOR

GRADING/CUT INFORMATION.

ICRA CONSTRUCTION PARTITION

(1-HOUR RATED)

SUITE 301

Ste. 275

INTEGRITY FEDERAL

SERVICES

148 S. Queen St. Ste. 201

VA 562-184

MMKJ

ERIE VAMC - CONSOLIDATED

ARCHITECTURAL DEMOLITION PLAN

LEVEL 1 PHASE 1A

AD101-1A

V

/0

.p d

3/32" = 1'-0"A16

ARCHITECTURAL DEMOLITION PLAN - LEVEL 1 - PHASE 1A

GENERAL DEMO NOTES

D20 WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILING SYSTEMS COMPLETELY,

INCLUDING GRID, TRIM, HANGERS, CLIPS, ETC. DOUBLE CEILINGS ARE NOT PERMITTED WHERE

NEW CEILINGS ARE SPECIFIED. REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE

ENCOUNTERED.

D21 ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED, PATCHED/REPAIRED/REPLACED IF

DAMAGED, AND CLEANED PRIOR TO APPLICATION OF FINISHES.

D22 CONTRACTOR TO PROTECT ALL EQUIPMENT AND OTHER EXISTING ELEMENTS IN SCOPE OF NEW

WORK AND DEMOLITION AREA.

D23 REMOVE ALL WINDOW TREATMENTS IN AREAS OF RENOVATION AND DEMOLITION UNLESS

NOTED OTHERWISE.

D24 REFER TO CIVIL, MECHANICAL, ELECTRICAL, STRUCTURAL, FIRE PROTECTION, LIFE SAFETY, AND

HAZMAT DRAWINGS FOR ADDITIONAL DEMOLITION NOTES.

D25 CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN THE INTEGRITY OF EXISTING SMOKE PARTITION

WALLS, SMOKE BARRIER WALLS, AND FIRE RATED WALLS TO REMAIN. SEE LIFE SAFETY

DRAWINGS AND ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THESE WALLS. CONSULT

COR AND LOCAL VA FIRE / SAFETY PERSONNEL FOR CONFIRMATION OF THESE WALLS PRIOR TO

BEGINNING DEMOLITION. DAMAGE TO ANY EXISTING-TO-REMAIN SMOKE PARTITION WALLS,

SMOKE BARRIER WALLS, OR FIRE RATED WALLS, INCLUDING DAMAGE FROM REMOVAL OF

INTERSECTING WALLS, SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

D26 WHERE WALLS ARE SHOWN DASHED AS BEING DEMOLISHED, CONTRACTOR SHALL

COMPLETELY REMOVE WALLS FROM FLOOR SLAB TO TOP OF WALL. REMOVE ALL PLUMBING

INSIDE OF WALL AND CAP (SEE PLUMBING). REMOVE RIXTURES, EQUIPMENT, AND

ACCESSORIES ATTACHED TO WALLS.

D27 IN ROOMS WHERE WALLS ARE SHOWN TO BE REMOVED, ALSO REMOVE BUILT-IN CASEWORK,

COUNTERTOPS, ETC. REMOVE FLOOR FINISHES DOWN TO SLAB AND PREPARE SLAB TO

RECEIVE NEW FINISHES PER SPECIFICATIONS.

D28 WHERE WALLS ARE SHOWN TO BE REMOVED, ALSO REMOVE ASSOCIATED CEILINGS,

SUPPORTS, FINISHES, BULKHEADS, LIGHTS, DEVICES, ETC.

D29 WHERE WALLS THAT ARE SHOWN TO BE REMOVED INTERSECT A WALL SHOWN TO REMAIN IN

PLACE, PATCH EXISTING WALL TO REMAIN AND PREP WALL SURFACE TO RECEIVE THE NEW

FINISHES INDICATED ON THE FINISH SCHEDULE.

D1 ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES TO

BE REMOVED. THE EXTENT OF DEMOLITION WORK SHALL INCLUDE ALL INCIDENTAL DEMOLITION

WORK NECESSARY TO PROPERLY PROVIDE ALL NEW WORK SHOWN AND SPECIFIED, INCLUDING

MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS.

D2 DEMOLITION WORK SHOWN IS BASED ON EXISTING DRAWINGS AND INSPECTIONS. THE

CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING CONDITIONS, AND IS RESPONSIBLE FOR

PERFORMING THE INDICATED DEMOLITION WORK EVEN IF ACTUAL CONDITIONS DIFFER FROM

THOSE SHOWN ON THE DRAWINGS.

D3 DEMOLITION CONTRACTOR SHALL COORDINATE WITH NEW WORK SECTIONS FOR ADDITIONAL

INFORMATION RELATED TO EXTENT OF DEMOLITION.

D4 REFER TO ALL OTHER DRAWINGS IN THIS SET FOR INCIDENTAL DEMOLITION WORK NOT NOTED

ON THE DEMOLITION PLANS.

D5 THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGE ITEMS. THE CONTRACTOR SHALL

PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT STOCKPILE DEBRIS ON SITE.

D6 ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY INCLUDING ALL ANCHORS,

HANGERS, FASTENERS, PIPES, CONDUITS, DUCTS, ETC, UNLESS OTHERWISE INDICATED TO BE

ABANDONED IN PLACE.

D7 CONCRETE SLAB PATCHES MUST BE FLUSH WITH REMAINING SURFACES TO PERMIT

APPLICATION OF FINISHES. PROVIDE WELDED WIRE MESH IN PATCH AREAS GREATER THAN

FOUR (4) SQUARE FEET.

D8 CONCRETE SLABS TO REMAIN SHALL BE PATCHED, SCRAPED, LEVELED, AND CLEANED TO

PROVIDE SURFACE SUITABLE FOR NEW FINISHES. WHERE RENOVATED AREAS ARE RECEIVING

NEW UNDERGROUND MECHANICAL, PLUMBING, ELECTRICAL, OR ADDITIONAL FOUNDATION

WORK, SEE MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS, IN ADDITION

TO ARCHITECTURAL DRAWINGS, TO DETERMINE EXTENT OF REQUIRED CUT AND PATCH OF

EXISTING SLAB. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONCRETE SLAB

DEMOLITION AND REPLACEMENT NECESSARY TO INSTALL NEW WORK. BACKFILL ALL BELOW

GRADE DEMOLITION WORK WITH SUITABLE FILL MEETING STRUCTURAL REQUIREMENTS FOR

NEW WORK.

D9 PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO TYPE

OF PARTITION AND EXACT LOCATION. COMPLETELY REMOVE PARTITIONS FROM FLOOR TO

STRUCTURE, INCLUDING ALL FASTENERS, GROUTS, SEALANTS, ETC, U.N.O. MASONRY

PARTITIONS WHICH EXTEND THROUGH THE SLAB SHALL BE REMOVED TO 8" BELOW FINISH

FLOOR. FILL SLAB OPENING WITH CONCRETE FILL TO RECEIVE FLOOR FINISH. WHERE WALLS

SCHEDULED TO BE REMOVED SIT ON SLABS, GRIND SLAB TO RECEIVE FLOOR FINISH.

D10 REMOVE, PATCH, AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW

WORK TO BE INSTALLED, EVEN IF NOT SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS.

D11 WALLS TO BE REMOVED FROM INTERSECTING MASONRY WALLS SHALL INCLUDE TOOTHED-IN

REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES

PROJECTING FROM WALLS. SEE DETAILS FOR ADDITIONAL CONDITIONS.

D12 MASONRY WALLS TO BE PARTIALLY REMOVED SHALL BE TERMINATED WITH FINISHED MASONRY

ENDS BY TOOTHING IN NEW MASONRY UNITS TO MATCH ADJACENT MASONRY. SEE DETAILS

FOR OTHER CONDITIONS. NO WALLS SHALL BE TERMINATED WITH EXPOSED OPEN CELLS OR

DAMAGED MASONRY UNITS.

D13 WHERE NEW OPENINGS ARE SHOWN IN EXISTING WALLS, REMOVE MASONRY TO NEAREST

JOINT LINE SO NEW WORK CAN BE PATCHED IN TO MATCH. ALL NEW MASONRY WORK SHALL BE

TOOTHED IN.

D14 ALL EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE.

D15 COORDINATE DEMOLITION OF ALL STRUCTURAL ITEMS (COLUMNS, BEAMS, SLABS, ETC) WITH

STRUCTURAL DRAWINGS. EXTENT OF DEMOLITION AREA SHALL BE IN ACCORDANCE WITH

STRUCTURAL REQUIREMENTS AND COORDINATED WITH ALL NEW WORK.

D16 TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS, ETC, TO BE DISTURBED BY

DEMOLITION WORK UNTIL THEY ARE RE-SUPPORTED BY NEW WORK.

D17 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING BUILDING

ELEMENTS TO REMAIN THROUGHOUT THE SEQUENCE OF WORK. ANY DAMAGE TO EXISTING

BUILDING CONDITIONS SHOWN TO REMAIN SHALL BE RESTORED TO NEW WORK CONDITION AT

NO ADDITIONAL COST TO THE OWNER.

D18 WINDOWS SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY. FASTENERS MAY BE

CUT FLUSH WITH HEAD, JAMBS, AND SILLS IF THE NEW WINDOW UNIT WILL CONCEAL FASTENER.

PROTECT EXISTING SILLS SCHEDULED TO REMAIN. ALL EXISTING WINDOW OPENINGS MUST BE

FIELD MEASURED PRIOR TO SUBMITTAL OF SHOP DRAWINGS.

D19 WHERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT,

ADHESIVES, FASTENERS, AND ALL OTHER ITEMS USED TO ATTACH THE FINISHES TO THE

SURFACES THEY COVER.

KEY NOTES - DEMO

1 SEE CIVIL DRAWINGS FOR SITE PREPARATION, DEMOLITION DETAILS, AND DEMOLITION

EXTENTS.

2 REMOVE BRICK VENEER, TIES, AND INSULATION DOWN TO EXTERIOR SHEATHING. PROVIDE

TEMPORARY WEATHER PROTECTION UNTIL WALL IS DRIED-IN.

3 COLUMN TO BE DEMOLISHED; SEE STRUCTURAL.

4 EXISTING COLUMN TO REMAIN; SEE STRUCTURAL.

5 REMOVE PLUMBING FIXTURES (SEE PLUMBING DRAWINGS), TOILET ACCESSORIES, ETC, FOR

COMPLETE DEMOLITION.

6 REMOVE WINDOW/DOOR FROM EXISTING WALL. SEE AD201 FOR INFILL INFORMATION.

7 REMOVE CLADDING DOWN TO SHEATHING OF EXISTING WALL. PREPARE WALL TO RECEIVE NEW

CLADDING.

8 OUTLINE OF PHASE 1A NEW WORK.

9 SEE MECHANICAL AND PLUMBING DRAWINGS FOR ANY ROOF EQUIPMENT DEMOLITION IN THIS

PHASE.

10 TEMPORARY EXTERIOR WALL

11 REMOVE EXTERIOR DOOR AND FRAME. SEE DOOR SCHEDULE FOR REPLACEMENT DOOR AND

FRAME INFORMATION.

13 EXTENT OF EXISTING CANOPY TO REMAIN.

14 EXTENT OF EXISTING CANOPY TO BE DEMOLISHED.

15 OPTION TO CREATE OPENING AND INSTALL TEMPORARY 2-HR RATED DOORS FOR TEMPORARY

VETERANS' HOSPITAL ENTRANCE. EXISTING WALLS ARE PART OF EXIT DISCHARGE AND ARE

RATED 2-HR. INSTALL TEMPORARY DOOR ACCORDINGLY. CONTRACTOR SHALL CONSULT WITH

VA COR PRIOR TO CREATING THIS OPENING TO COORDINATE TIMING AND USE OF THIS

ENTRANCE. AFTER TEMPORARY ACCESS NO LONGER NEEDED, CONTRACTOR SHALL DEMOLISH

TEMPORARY DOORS AND CLOSE UP OPENINGS IN WALLS TO MATCH FINISH AND FIRE RATING.

16 TEMPORARY ICRA BARRIER

17 COORDINATE WITH KEYNOTE 15. IF CREATING TEMPORARY ENTRANCE THROUGH EXIT

DISCHARGE CORRIDOR FOR…