S02 - Attachment 3 - Butler EHRM IU - Drawing - Civil 2 of 2 R1.pdf

ABBREVIATIONS

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL or ℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN

VERTICAL DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER

OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES

CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE

ELEVATION

W/ WITH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

GENERAL NOTES:

1. CONTRACTOR MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE

WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL

WORKMANSHIP AND MATERIALS MUST BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING

CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE

CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY

AND AWAIT FURTHER INSTRUCTIONS.

3. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE PROJECT. COMPLIANCE MUST BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO

THE PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED,

CONTRACTOR SHALL INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING

UTILITIES OR SYSTEMS. POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL

APPLICABLE EXISTING CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON

DISCOVERY OF UNFORESEEN SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF

EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN

HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS MUST BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY SIGNIFICANT

DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER.

6. CONTRACTOR SHALL PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND

OBTAIN PERMIT FOR PROPOSED WORK. CONTRACTOR SHALL MAINTAIN AND UPDATE SWPPP AS

REQUIRED THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP

MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

7. CONTRACTOR MUST TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT

PROPERTY AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH

THE WORK.

8. THE CONTRACTOR MUST PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING

AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR

ORIGINAL CONDITION.

9. DEMOLITION MUST BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED

IN THE PLANS ARE BASED ON THE SITE CONDITIONS AT THE TIME OF THE DESIGN SURVEY.

DEMOLITION LIMITS MAY VARY DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF

CONSTRUCTION.

10. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR

ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN MUST

BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES

MUST BE IMMEDIATELY REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION

OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. ALL MATERIALS MUST BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

12. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED

DRAWINGS. DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER MUST BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR

ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE

WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS

REQUIRED, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

14. THE CONTRACTOR MUST NOTIFY VA OF ANY WORK TO BE PERFORMED IN CONFINED SPACE.

CONTRACTOR MUST CREATE AND SUBMIT INDIVIDUAL CONFINED SPACE WORK PLAN.

CONTRACTOR MUST RECEIVE APPROVAL FROM VA PRIOR TO BEGINNING WORK.

15. ANY U.S.G.S. OR CAMPUS SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR

CONSTRUCTION MUST BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED

AND HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR MUST

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. CONTRACTOR MUST REPAIR ANY DAMAGED

BENCH MARKS IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND

TO THE SATISFACTION OF THE FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

16. CONTRACTOR MUST PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE

VICINITY. FIRE TRUCK ACCESS MUST NOT BE BLOCKED.

17. THE CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF

EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

18. ALL DEVIATIONS FROM THESE PLANS MUST BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR MUST SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER.

19. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, MUST BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED FROM VA

CAMPUS AND DISPOSED OF BY THE CONTRACTOR.

20. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN

SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER

IMPROVEMENTS AND EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

21. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE

ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN

INCORPORATED INTO THESE DRAWINGS AS A RESULT.

22. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR

DURING CONSTRUCTION.

23. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR SHALL COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION MUST BE IN ACCORDANCE WITH VA AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING

OFFICER'S REQUIREMENTS.

4. CONTRACTOR MUST RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH

EXISTING CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE

PASSAGE TO AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH

WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM AND DUST THE WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE

AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE

WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO

EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE

MEDICAL CENTER; AND DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED

BY THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL

COORDINATE THE WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN

SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT

STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR

INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS

A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION

OF NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500

MM) OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE

SITE AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS

AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID

ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY

SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING

ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL

LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM

PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT

DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS MUST REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED

BY THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT

ALL TIMES, EXCEPT WHERE GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS

AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE

PLANS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE,

SIZE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR MUST BE

RESPONSIBLE FOR CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND

UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR

MUST ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES.

CONTRACTOR MUST ALSO REVIEW ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR

TO BEGINNING WORK. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR MUST CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC,

MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS MUST BE

NOTIFIED AND MUST HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION.

EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES,

PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, MUST BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY MUST BE

FURNISHED TO THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S REPRESENTATIVE

AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES MUST BE PROTECTED

FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES

AND/OR UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE

LOCATED OR NOT BY THE BASE, UTILITY COMPANY, ETC.) MUST BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE

DAMAGED OR DISRUPTED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, MUST BE

IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF

THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES MUST BE SCHEDULED AND APPROVED THROUGH THE CONTRACTING

OFFICER OR THE DESIGNATED UTILITY OWNER REPRESENTATIVE PER THE APPLICABLE OUTAGE

NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR MUST RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF

WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS

CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE

NOT TO BE DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING MUST BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES

AND INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN

1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC

FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT SHALL BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH

SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THK

(MIN) COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES MUST BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, MUST BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING

(IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING

WITHIN THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL MUST NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR

LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL MUST MEET THE VA REQUIREMENTS FOR EARTHWORK.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS

UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN

POSITIVE DRAINAGE.

SECURITY:

1. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF THE VA SECURITY PROGRAM.

2. THE CONTRACTOR MUST BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF

THE VA SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES MUST BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

PB RDM

CIVIL SHEET INDEX AND GENERAL

NOTES

CS001

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

529-22-700

10/11/2311/30/23

SD

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W

HPS

HPC

LPC

COMM

COMM

CORE

SAMPLE

CORE

SAMPLE

HPS

HPS

HPC

HPC

LPC

LPC

CO

M

M

CO

M M

C

COMM

COMM

COMM

COMM

COMM

COMM

W

E

E

E

EEE

CORE

SAMPLE

W

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D D

E

CORE

SAMPLE

CORE

SAMPLE

S

F

G W

W

W W

W

W

W

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M

M

COMM

SD

CO

M

M

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W

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SA

N

SA

N

SAN

SA

N

C

C

C

C

C

C

C

C

C

C

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HPC

HPC

HPC

HPS

HPS

HPS

HPS

HPS

HP

S

HP

S

CPD

CPD

CP

D

CP

D

LPC

LPC

LPC

LPC

HPC

CPD

HPS

HPS

HPC

HPC

LPC

LPC

LPC

LPC

LPC

HPS

HPS

HPS

HP

S

HPS

HPS

HPS

CPD

HPC

LPC

HPC

CP

D

ST

ST

ST

ST

D

S

S

S

S

SAN

S

SAN

SAN

SAN

SAN

S

S

S

SD

SD

SD

EE

SD

D

D

D

D

D

C STREET

CLC

(COMMUNITY LIVING CENTER)

CORE

SAMPLE

DOCKBUILDING

X

X

X X

E

ATRIUM

G

U

U U U

COM

M

CO

M

M

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E

E

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G

G

G

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C

LP

C

SD

SD

W

W

W

W

W

F

W E

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E

E

E

C O

M M

C O

M M

C O

M M

C(B)

C(ISP)

C(ISP)

W

W

C( B)

C (B

C(B)

C(B)

C(B)

C

(IS

P)

C(B)

C(B)

C(B)

C(ISP)

C(ISP)

C(ISP)

C(B)

C(B

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C(IS

P)

C(B) C(B)

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C(ISP)

C(B)

C(B) C(B)

C(ISP)

C(ISP) C(ISP)

C( B)

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C(ISP)

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C (B

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C(ISP)

C(ISP)

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C(A)

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C( A)

C( A)

C( A)

C(A)

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C(A)

C(A) C(A)

C(A)

C(A)

C(A)

C(A)

C (A)

C(A)

C

(ISP)

1" = 100' feet

200100100 0 scale

BUTLER VA GENERAL NOTES:

1. THE CONTRACTOR SHALL NOTIFY "PA ONE CALL" (1-800-242-1776) AT LEAST 72 HOURS PRIOR TO EXCAVATION. THE

CONTRACTOR SHALL FOLLOW MCM SC-20.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

3. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

4. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

5. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL.

THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

6. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

8. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE

DAILY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS, AND GRADES.

10. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

11. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE

MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

13. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VAMC POLICE DEPARTMENT AND COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED WITH

THE VAMC.

14. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

15. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

16. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

17. ANY REQUIRED PAVEMENT RESTORATION TO ANY PARKING LOT THAT HAS BEEN PAVED WITHIN THE LAST TWO YEARS SHALL BE RESTORED FOR THE ENTIRE LIMITS OF THE LOT. ANY REQUIRED PAVEMENT RESTORATION TO ANY SECTION OF ROADWAY THAT HAS BEEN PAVED WITHIN THE LAST TWO YEARS SHALL BE RESTORED AT FULL WIDTH OF THE

ROADWAY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION OF

STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF

MATERIALS. CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER PRIOR TO OCCUPYING

STAGING AREA. THE CONTRACTOR MUST VERIFY WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE OF ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE OCCURRED

AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS MUST BE CLEANED AND RESTORED TO

THEIR ORIGINAL CONDITION.

3. CONTRACTOR MUST PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION

STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR MUST BE AWARE OF THE VERTICAL

HEIGHTS OF OBJECTS NEAR FENCE LINES; NO EQUIPMENT OR MATERIAL MUST BE PLACED NEAR

FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM

SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS

WHICH COULD BE CLIMBED. POST A METALLIC SIGN DISPLAYING THE CONTRACTOR'S 24 HOUR

EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE MUST USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COST MUST BE PAID BY CONTRACTOR

AND ARE CONSIDERED INCIDENTAL TO THE VARIOUS BID ITEMS.

5. CONTRACTOR MUST BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION

AND STAGING AREAS. THE TRAFFIC CONTROL MEASURES MUST BE DIRECTED AND APPROVED BY

THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR MUST COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE

CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES

WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR

OFF-SITE DISPOSAL, AND STOCKPILES MUST BE ADEQUATELY SEPARATED FROM EACH OTHER

WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES MUST BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL MUST

PARK WITHIN THE CONTRACTOR'S STAGING AREA OR AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR

DEBRIS ON THE VA CAMPUS MUST BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF

DEBRIS DURING TRANSPORTATION. TRUCK BEDS MUST BE SWEPT CLEAN BEFORE LEAVING THE

WORK AREA. SIDEBOARDS MUST BE KEPT IN IN GOOD REPAIR. UNDER NO CIRCUMSTANCES MUST

A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE SIDEBOARDS.

PB RDM

OVERALL CIVIL SITE PLAN

CS100

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

SD

SD

SD

SD

SD

SD

HOSPITAL ROAD

A S

TR

EE

T

BUILDING

CORE

SAMPLE

W

W

W

W

W

W

W W W

W

W

W

W

W W

W W

W

G

G

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E

E

G

G

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

CD

CD

CD

COMM

E

COMM

COMM

COMM

F

F

SA

N

SA

N

SA

N

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E

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BUILDING

G

G

X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E

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SD

SD

SD

SD

SD

SAN

SAN

SAN

SAN

SD

SD

SD

COMM

E

E

E E

E E

E

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E

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E

E

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E E

E

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C (B

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C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C (B

C(

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P)

C(

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C(

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C(

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C(

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C(

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P)

C(

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C(

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P)

C(

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C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C (B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B)

C(B)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

SAN

SD

C(A)

C(A

C(A

C(A

C(A

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C( A)

C( A)

C( A)

C( A)

C( A)

C(A)

C(A)

C(A)

C(A

C(A

C (A

C (A

C (A

C( A)

C( A)

C(A) C(A)

C(A) C(A)

C(A) C(A)

C(A)

C( A)

C( A)

C( A)

SD

SD

SD

SD

SD

SD

SD

C (B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C( B)

C

(ISP)

C

(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(

IS

P)

SD

SD

SD

SD

SD

C(A)

C (A)

C (A)

C (A)

C (A)

C (A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A) C(A)

C(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

N: 568314.87 E: 1360718.73

N: 568389.04 E: 1360694.80

N: 568409.29 E: 1360773.12

N: 568464.48 E: 1360758.85

N: 568486.27 E: 1360748.05

N: 568412.88 E: 1360767.03

N: 568475.10 E: 1360704.84

N: 568401.71 E: 1360723.82

N: 568324.92 E: 1360701.67

N: 568386.69 E: 1360685.70

N: 568469.76 E: 1360664.22

N: 568472.11 E: 1360673.32

N: 568479.94 E: 1360703.59

N: 568281.21 E: 1360770.07

N: 568288.47 E: 1360773.86

N: 568296.98 E: 1360777.30

N: 568296.28 E: 1360778.90

N: 568319.92 E: 1360790.50

N: 568349.10 E: 1360804.01

N: 568353.54 E: 1360805.67

N: 568357.29 E: 1360820.19

N: 568470.74 E: 1360783.06

N: 568463.23 E: 1360754.01

N: 568483.45 E: 1360779.77

N: 568475.94 E: 1360750.72

5'

1" = 20' scale feet

4020020

LEGEND

EXISTING ASPHALT PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED CONCRETE SIDEWALK

73.5'

PROPERTY LINE

SITE KEYNOTES

PROPOSED MCR BUILDING, SEE ARCHITECTURAL PLANS

PROPOSED GENERATOR ROOM, SEE ARCHITECTURAL PLANS

PROPOSED MECHANICAL YARD, SEE ARCHITECTURAL PLANS

PROPOSED RAIN GARDEN, SEE SHEET CG152

PROPOSED CONCRETE SIDEWALK, SEE DETAIL B1 ON SHEET CU160

PROPOSED ASPHALT PAVEMENT, SEE DETAILS C1 AND C4 ON SHEET CU160

PROPOSED GUARD POSTS, SEE DETAIL E9 ON SHEET CU160

EXISTING STORM DRAIN TO REMAIN, CONTRACTOR TO PROTECT IN PLACE

EXISTING LOADING DOCK TO REMAIN, CONTRACTOR TO PROTECT IN PLACE

EXISTING CONCRETE WALL TO REMAIN

SAWCUT LINE, CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR

MATCHING INTO EXISTING PAVEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

EXISTING LIGHT POLE TO REMAIN, CONTRACTOR TO PROTECT IN PLACE

21'

15'

9.5' 7'

PB RDM

MCR BUILDING SITE PLAN

CS150

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

S

W E

C

STE C

C

W W

W

D D

D

CORE

SAMPLE

CORE

SAMPLE

CORE

SAMPLE

D

S

S

S

E E

E

CORE

SAMPLE

BUILDING 20

BUILDING 2

CORE

SAMPLE

S

C

E

E E

ST

E

D

D

S

E

C

D

E E

S

D

E

D

D

D

D D

D

C

E E

S

S

ST

ST

HOSPITAL ROAD

HOSPITAL ROAD

HOSPITAL ROAD

1ST STREET

1ST STREET

2ND STREET

2ND STREET

HOSPITAL ROAD

NEW CASTLE ROAD (SR. 0356)

NEW CASTLE ROAD (SR. 0356)

NEW CASTLE ROAD (SR. 0356)

B STREET

B S

TR

EE

T

B S

TR

EE

T

B STREET

CORE

SAMPLE

CORE

SAMPLE

HOSPITAL ROAD

HO

SP

IT

AL

R

OA

D

HOSPITAL ROAD

A S

TR

EE

T

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

5A

BUILDING

BUILDING 46

BUILDING 7

BUILDING 66

BUILDING 8

BUILDING 6

BUILDING 9BUILDING 10

BUILDING 48

TRANSITIONAL

LIVING

CENTER

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BR

ICK

O

VE

RP

AS

S

CORE

SAMPLE

CORE

SAMPLE

CORE

SAMPLE

ST

FH

GV

ST

ST

ST

ST

S

ST

ST

S

E

W

CHWRCHWSCHWRCHWS

W

W

W

W

W

HPS

HPC

LPC

COMM

COMM

CORE

SAMPLE

CORE

SAMPLE

HPS

HPS

HPC

HPC

LPC

LPC

CO

M

M

CO

M M

C

COMM

COMM

COMM

COMM

COMM

COMM

W

E

E

E

EEE

CORE

SAMPLE

W

E

D D

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CORE

SAMPLE

CORE

SAMPLE

S

F

G W

W

W W

W

W

W

CO

M

M

COMM

SD

CO

M

M

G

W

W

W

F

F

SAN

SA

N

SA

N

SAN

SA

N

C

C

C

C

C

C

C

C

C

C

SST

HPC

HPC

HPC

HPS

HPS

HPS

HPS

HPS

HP

S

HP

S

CPD

CPD

CP

D

CP

D

LPC

LPC

LPC

LPC

HPC

CPD

HPS

HPS

HPC

HPC

LPC

LPC

LPC

LPC

LPC

HPS

HPS

HPS

HP

S

HPS

HPS

HPS

CPD

HPC

LPC

HPC

CP

D

ST

ST

ST

ST

D

S

S

S

S

SAN

S

SAN

SAN

SAN

SAN

S

S

S

SD

SD

SD

EE

SD

D

D

D

D

D

C STREET

CLC

(COMMUNITY LIVING CENTER)

CORE

SAMPLE

DOCKBUILDING

X

X

X X

E

ATRIUM

G

U

U U U

COM

M

CO

M

M

E

E

E

E

E

E E

E

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G

G

G

G

G

HP

C

LP

C

SD

SD

W

W

W

W

W

F

W E

E

E

E

E

C O

M M

C O

M M

C O

M M

C(B)

C(ISP)

C(ISP)

W

W

C( B)

C (B

C(B)

C(B)

C(B)

C

(IS

P)

C(B)

C(B)

C(B)

C(ISP)

C(ISP)

C(ISP)

C(B)

C(B

C(ISP)

C(IS

P)

C(B) C(B)

C(ISP)

C(ISP)

C(B)

C(B) C(B)

C(ISP)

C(ISP) C(ISP)

C( B)

C(

IS

P)

C(ISP)

C(ISP)

C(B) C(B)

C (B

C(B)

C(B)

C(B)

C(ISP) C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C (B)

C(ISP)

C(ISP)

C(ISP)

COM

C(A)

C(A)

C( A)

C( A)

C( A)

C(A)

C(A)

C(A)

C(A)

C(A) C(A)

C(A)

C(A)

C(A)

C(A)

C (A)

C(A)

C

(ISP)

1" = 100' feet

200100100 0 scale

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

NEAT LINE, TYP

TRENCH WIDTH (TYP.)

DUCT BANK TRENCH TESC DETAIL (TYP.)E8

CG100 SCALE: NTS

PERIMETER PROTECTION, TYP.LIMITS OF

CONSTRUCTION

FIBER DUCTBANK (TYP.)

SOIL STOCKPILE AREA

NOTE:

CONTRACTOR SHALL INSTALL INLET PROTECTION ON AREA CATCH BASINS IN THE DUCT BANK VICINITY

TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING DOWNSTREAM STORM DRAIN SYSTEM.

PB RDM

OVERALL EROSION CONTROL PLAN

CG100

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

SPECIES:

(PERMANENT-STEEP SLOPE)

NOTE:

IF ANY REVISIONS TO THE SEEDING SPECIFICATIONS ARE REQUIRED, THE CONTRACTOR SHALL CONTACT THE CONTRACT OFFICE REPRESENTATIVE TO OBTAIN GUIDANCE ON ALTERNATIVE SEEDING SPECIFICATIONS.

(PERMANENT)

(TEMPORARY) ANNUAL RYEGRASS

%PURE LIVE SEED: 98 %

APPLICATION RATE: 40 LB./ACRE

FERTILIZER TYPE: 10-10-10 (X-X-X)

FERTILIZER APPL. RATE: 150 LB./ACRE

LIMING RATE: 1 T./ACRE

MULCH TYPE: HAY OR STRAW

MULCHING RATE: 3 T./ACRE

SPECIES: PENN LAWN FINE FESCUE, KENTUCKY BLUE,

%PURE LIVE SEED: 98 %

APPLICATION RATE: 109 (PENN LAWN FINE FESCUE) LB./ACRE

FERTILIZER TYPE: 10-20-20 (X-X-X)

FERTILIZER APPL. RATE: 1,000 LB./ACRE

LIMING RATE: 6 T./ACRE

MULCH TYPE: HAY OR STRAW

MULCHING RATE: 3 T./ACRE

PERENNIAL RYEGRASS

ANCHOR MATERIAL: WOOD CELLULOSE

ANCHORING METHOD: BLOWN

RATE OF ANCHOR MATERIAL APPL.: 1,500

SEEDING SEASON DATES: MARCH 15 - JUNE 1

LB./ACRE

AUGUST 1 - OCTOBER 15

SPECIES: WINTER RYE, TALL FESCUE, RED FINE FESCUE

%PURE LIVE SEED: 100 %

APPLICATION RATE: 112 (WINTER RYE) LB./ACRE

FERTILIZER TYPE: 10-10-20 (X-X-X)

FERTILIZER APPL. RATE: 1,000 LB./ACRE

LIMING RATE: 6

T./ACRE

MULCH TYPE: HAY OR STRAW

MULCHING RATE: 3

ANCHOR MATERIAL: NON ASPHALTIC

ANCHORING METHOD: BLOWN

RATE OF ANCHOR MATERIAL APPL.: 50

SEEDING SEASON DATES: MARCH 15 - MAY 15

LB./ACRE

AUGUST 16 - OCTOBER 15

174 (KENTUCKY BLUE) LB./ACRE

65 (PERENNIAL RYEGRASS) LB./ACRE

T./ACRE

60 (TALL FESCUE) LB./ACRE

15 (RED FINE FESCUE) LB./ACRE

3'- 0"

WIRE INTO THE TRENCH.

EXTENSION OF FABRIC AND

FABRIC

FILTER

WIRE

GROUND LINE

3'

MI

N.

THAN 36" ABOVE GRADE

FABRIC HEIGHT LESS

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

12-1/2 GAUGE MIN.

6" MAX.

MESH SPACING

4"POST-IMBED 3'

STEEL OR WOOD

6' MAX.

THE POSTS.

2. STAPLE WIRE FENCING TO

TRENCH UPSLOPE ALONG THE LINE OF POSTS.

1. SET POSTS AND EXCAVATE A 4" x 4"

FILTER BARRIER

BARRIER TYPICAL FIBER ROLL INSTALLATION

N.T.S.

4' MAX

VERTICAL SPACING

MEASURED ALONG

THE FACE OF THE

SLOPE VARIES

BETWEEN 10' AND

20'

4' MAXFIBER

ROLLS

SLOPE VARIES

4' MAX

NOTE: INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR.

4' MAX

NTS

PLACE A LAYER OF

GEOTEXTILE FABRIC

OVER DRAIN OPENINGS

AND ANCHOR WITH

GRAVEL BAGS

4"

TYP

MIN. 2

BAGS

HIGH

GRAVEL BAGS (TYP)

MIN. 5" THICK

SECTION A-A

1/2" MIN, TYP

ISOMETRIC VIEWCROSS SECTION

1. ACCUMULATED SEDIMENT ON OR AROUND A PROTECTED INLET MUST

BE REMOVED IMMEDIATELY. SEDIMENT MUST NOT BE REMOVED BY

FLUSHING.

2. REPLACE CATCH BASIN INSERT WHEN THE SEDIMENT HAS FILLED

ONE-THIRD OF THE AVAILABLE STORAGE. THE INSERT MUST BE

INSPECTED FREQUENTLY AND REPLACED AS NEEDED, OR AS DIRECTED

BY THE CONTRACTING OFFICER.

GRATE

FRAME

FILTERED WATER

SEDIMENT AND DEBRIS

OVERFLOW BYPASS

TRIM GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GRATE

RETRIEVAL SYSTEM

OVERFLOW BYPASS

SEDIMENT

AND DEBRIS

FILTERED WATER

STORM DRAIN INLET

PROTECTION,

ECOLOGY BMP C220

GEOTEXTILE FABRIC PROTECTION AT

INLET

GRAVEL BAG INSTALLATION

NEAR INLET

STORM DRAIN INLET

PROTECTION NOTES:

4" M

AX

" M

IN

INSTALL A FIBER ROLL

NEAR WHERE IT

TRANSITIONS INTO A

STEEPER SLOPE

3/4" X 3/4" WOOD STAKES

4' MAX SPACING

FIBER ROLL 8" MIN

R=24"

A

A

TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) FACILITIES. REFER TO THE

APPLICABLE DRAWINGS AND THE SPECIFICATIONS FOR PLANS AND DETAILS THAT DESCRIBE THE MINIMUM TESC FEATURES REQUIRED.

AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL REVISE TESC FACILITIES AND CONFIGURATIONS AS NECESSARY TO ENSURE COMPLETE SILTATION CONTROL AND THAT NO SEDIMENT LADEN WATER ENTERS THE

NATURAL OR PIPED DRAINAGE SYSTEM.

2. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT THE SITE, ADJACENT LAND AND EXISTING DRAINAGE FEATURES. REMOVE TESC FACILITIES AT COMPLETION OF THE

PROJECT.

3. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES MUST BE REQUIRED IN ACCORDANCE WITH THE CURRENT ENVIRONMENTAL PROTECTION AGENCY'S (EPA) CONSTRUCTION STORMWATER GENERAL PERMIT AND THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL. DURING THE COURSE OF CONSTRUCTION, IT MUST BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO

PROTECT THE SITE, ADJACENT LAND, AND EXISTING DRAINAGE FEATURES.

4. THE CONTRACTOR SHALL ENSURE THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS PROVIDE ADEQUATE CONTROL SO THAT NO SEDIMENT LADEN WATER LEAVES THE SITE. THE CONTRACTOR MUST INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR

STORM DRAINAGE SYSTEMS TO ENSURE COMPLETE SILTATION CONTROL.

5. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE

MAINTAINED FOR THE DURATION OF PROJECT CONSTRUCTION.

6. THE BMP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

7. PROVIDE STRAW WATTLE AND COMPOST FILTER SOCK SEDIMENT CONTROL MEASURES OR OTHER APPROVED PERIMETER PROTECTION SEDIMENT CONTROL MEASURES FOR EXISTING DRAINAGE CHANNELS NEARBY OR ADJACENT TO THE PROJECT SITE.

8. THE BMP FACILITIES MUST BE INSPECTED DAILY AND AFTER STORM EVENTS BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. WRITTEN RECORDS MUST BE KEPT OF MONTHLY REVIEWS.

9. THE CONTRACTOR MUST BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS, WHICH MAY ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. AS A MINIMUM, DIRT, MUD AND OTHER

DEBRIS MUST BE REMOVED FROM PAVEMENT AT THE CLOSE OF EACH CONSTRUCTION DAY.

10. EXPOSED SLOPES AND SURFACES MUST BE STABILIZED FROM SEDIMENT TRANSPORT USING APPROVED BMPS UNTIL THE SITE HAS BEEN STABILIZED AND THE CONTRACTING OFFICER APPROVES THE REMOVAL OF SLOPE STABILIZATION MEASURES.

11. THE CONTRACTOR MUST BE RESPONSIBLE TO ENSURE THAT NO SEDIMENT LADEN RUNOFF LEAVES THE CONSTRUCTION SITE, WORK AREA, OR HAUL ROUTES. THE CONTRACTOR MUST SUBMIT A SEDIMENT AND WATER POLLUTION PREVENTION PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING ANY WORK.

12. THE CONTRACTOR MUST BE RESPONSIBLE FOR DEWATERING OF ANY EXCAVATION DURING INCLEMENT WEATHER. DEWATERING WATER MUST BE TESTED AND DISPOSED OF IN ACCORDANCE WITH STATE ENVIRONMENTAL REQUIREMENTS ACCORDING TO THE

APPROVED SWPPP PLAN.

13. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ONCE THE SITE IS STABILIZED AFTER CONSTRUCTION

COMPLETION.

TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS

THIS PROJECT SHALL FOLLOW THE PENN STATE PUBLICATION, "EROSION CONTROL AND CONSERVATION PLANTINGS ON NONCROPLAND", AS THE STANDARD TO USE FOR SELECTION OF SPECIES, SEED SPECIFICATIONS, MIXTURES, LIMING AND FERTILIZING, TIME OF SEEDING, AND SEEDING METHODS. SPECIFICATIONS FOR THESE ITEMS MAY ALSO BE OBTAINED FROM PENN DOT'S PUBLICATION # 408, SECTION 804 OR BY CONTACTING THE APPLICABLE COUNTY CONVERSATION DISTRICT. UPON SELECTION OF A REFERENCE, THAT REFERENCE SHOULD BE USED TO PROVIDE ALL SPECIFICATIONS FOR SEEDING, MULCHING, AND SOIL AMENDMENTS. THE FOLLOWING SPECIFICATION WILL BE

USED FOR THIS PROJECT:

TEMPORARY SEDIMENT FENCEC6

CG101 SCALE: NTS

TEMPORARY FIBER ROLLC9

CG101 SCALE: NTS

TEMPORARY GRAVEL BAG INSTALLATIONF5

CG101 SCALE: NTS

TEMPORARY INLET PROTECTIONF8

CG101 SCALE: NTS

PB RDM

EROSION CONTROL GENERAL

NOTES AND DETAILS

CG101

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

A S

TR

EE

T

BUILDING

G

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

SD

COMM

BUILDING

X X X X X X

X

X

X

X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SAN

SAN

SAN

SAN

SD

SD

SD

COMM

E

E

E

E

SD

SD

SD

SD

E

E

E

E

E

E

E

E

E

1280 1280 1279

W

W

W

G

G

C

SD

SD

SD

SD

SD

G

G

G

SD

SD

W

W

1" = 20' scale feet

4020020

LEGEND

PROPOSED CONSTRUCTION FENCE

PROPOSED CLEARING LIMITS / LIMITS OF CONSTRUCTION

PROPOSED PERIMETER PROTECTION

PROPOSED STORM DRAIN INLET PROTECTION

PROPOSED TEMPORARY SEDIMENT TRAP

SF

X

X

X

X

X

X

X

X

TESC KEYNOTES

PROPOSED MCR BUILDING PAD

PROPOSED CONSTRUCTION FENCE

PROPOSED CONSTRUCTION ENTRANCE W/ LOCKABLE GATE

PROPOSED CONTRACTOR STAGING AREA

PROPOSED TEMPORARY SEDIMENT TRAP

PROPOSED CLEARING LIMITS

PROPOSED PERIMETER PROTECTION, SEE DETAILS C6 AND C9 ON SHEET CG101

PROPOSED STORM DRAIN INLET PROTECTION, SEE DETAILS F5 AND F8 ON SHEET CG101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

1" = 10' scale feet

2010010

MCR BUILDING TESC PLANF2

CG150

BUILDING 21 TESC PLANF8

CG150

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF

BUILDING 21

EXTERNAL TR ADDITION

SF

SF

SF

SF

SF

SF

PB RDM

MCR BUILDING EROSION CONTROL

PLAN

CG150

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

SD

SD

SD

SD

SD

SD

HOSPITAL ROAD

A S

TR

EE

T

BUILDING

CORE

SAMPLE

W

W

W

W

W

W

W W W

W

W

W

W

W W

W W

W

G

G

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E

E

G

G

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

CD

CD

CD

COMM

E

COMM

COMM

COMM

F

F

SA

N

SA

N

SA

N

E

E

CD

BUILDING

G

G

X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SAN

SAN

SAN

SAN

SD

SD

SD

COMM

E

E

E E

E E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

SAN

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W W

W W

W

W W

W

W

W

W

E

CO

M

M

CO

M

M

COMM

CO

M

M

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

C(B)

C (B

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C( B)

C (B

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C (B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B) C(B)

C(B)

C(B)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

SAN

SD

C(A)

C(A

C(A

C(A

C(A

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C( A)

C( A)

C( A)

C( A)

C( A)

C(A)

C(A)

C(A)

C(A

C(A

C (A

C (A

C (A

C( A)

C( A)

C(A) C(A)

C(A) C(A)

C(A) C(A)

C(A)

C( A)

C( A)

C( A)

SD

SD

SD

SD

SD

SD

SD

C (B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C( B)

C

(ISP)

C

(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(

IS

P)

SD

SD

SD

SD

SD

C(A)

C (A)

C (A)

C (A)

C (A)

C (A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A) C(A)

C(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

1280 1280 1279

TA: 1281.00

TC: 1282.35

TC/TA: 1282.30

TC: 1282.30

TA: 1284.00

FL: 1281.50

FL: 1282.07

FL: 1281.07

TA/ME: 1282.33±

TA: 1280.30

TA/ME: 1281.93±

TA/ME: 1281.92±

TA/ME: 1281.83±

TA/ME: 1281.81±

TA: 1282.00

TA: 1282.00

TC/TA: 1282.30

4:1

3:1

3:

3:1

3:1

TC: 1282.35

TC: 1282.35

TC: 1282.35

TC/TA: 1282.30

SD

SD

C (B)

SD

SD

SD

SD

SD

SD

SD

SD

SD

C (A)

C (A)

C (A)

C (A)

C (A)

C (A)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP) TC/TA: 1281.97

TC/TA: 1281.97

TC/TA: 1282.30

TC/TA: 1282.30

TC: 1282.02

TG: 1281.80

TC/TA: 1282.30

TC: 1282.02

TC: 1282.02

TC: 1282.02

TC: 1282.35

TC: 1282.35

TC: 1282.35

TC: 1282.02

TC: 1282.02

1" = 20' scale feet

4020020

LEGEND

PROPOSED CONTOUR

PROPOSED STORM DRAIN LINE

PROPOSED STORM DRAIN INLET

PROPOSED STORM DRAIN CLEANOUT

PROPOSED ASPHALT SWALE

FINISH FLOOR ELEVATION

MATCH EXISTING

FINISH GRADE

TOP OF GRATE

TOP OF CONCRETE

TOP OF ASPHALT

FLOWLINE

SD

GRADING AND DRAINAGE KEYNOTES

PROPOSED MCR BUILDING

PROPOSED ROOF DRAIN CLEANOUT

FG = 1282.32

IE = 1280.99, 6" ADS N-12 SE

53 LF 6" ADS N-12 ROOF DRAIN LINE @ S = 1.0% MIN.

PROPOSED ROOF DRAIN CLEANOUT

FG = 1282.32

IE = 1280.46, 6" ADS N-12 SW

49 LF 6" ADS N-12 ROOF DRAIN LINE @ S = 1.0% MIN.

PROPOSED ROOF DRAIN CLEANOUT

FG = 1282.32

IE = 1279.97, 6" ADS N-12 NE & SW

47 LF 6" ADS N-12 ROOF DRAIN LINE @ S = 1.0% MIN.

PROPOSED RIP RAP PAD W/ 6" INLET PIPE

IE = 1279.50

PROPOSED ROOF DRAIN CLEANOUT

FG = 1282.10

IE = 1280.58, 6" ADS N-12 NW

PROPOSED ROOF DRAIN CLEANOUT

FG = 1282.10

IE = 1280.46, 6" ADS N-12 SW

12 LF 6" ADS N-12 ROOF DRAIN LINE @ S = 1.0% MIN.

96 LF 6" ADS N-12 ROOF DRAIN LINE @ S = 1.0% MIN.

PROPOSED MECHANICAL YARD AREA DRAIN

ZURN Z897-24 TYPE 304 STAINLESS STEEL CATCH BASIN (OAE)

WITH P817-FS-24X24 FABRICATED SLOTTED GRATE, STAINLESS STEEL (OAE)

TG = 1281.80

IE = 1279.97, 6" ADS N-12 SW

14 47 LF 8" ADS N-12 MECHANICAL YARD DRAIN LINE @ S = 1.0% MIN.

15 PROPOSED RAIN GARDEN, SEE SHEET CG152

FFE

ME

FG

TG

TC

TA

FL

DAYLIGHT LINE /

LIMITS OF GRADING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

FULLY SPRINKLERED

A/E:ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HWY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Inc.

33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

16 PROPOSED FLOW CONTROL STRUCTURE, SEE DETAIL C1/CG152

17 38 LF 8" ADS N-12 PIPE @ S = 1.0% MIN

18 PROPOSED 8" OUTLET PIPE

IE = 1275.00

FFE 1282.35

1" = 10' scale feet

2010010

MECHANICAL YARD GRADINGF6

CG151 SCALE: 1" = 10'

MECHANICAL YARD,

SEE F6 THIS SHEET

PB RDM

MCR BUILDING GRADING AND

DRAINAGE PLAN

CG151

N/A

100% CONSTRUCTION

DOCUMENTS

BUTLER, PA

EHRM INFRASTRUCTURE

UPGRADES

X X X X X X

X X

X X

X X

X X

X

X

X

X

X

X

E

E

SD

SD

SD

SAN

SAN

SD

SD

SD

SD

SD

E

E

W

W

W

W

W

W

W

W

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

SAN

SD

SD

SD

SD

SD

SD

SD

SD

C (B)

C(B)

C(B)

C(B)

C(B)

C(B)

C

(ISP)

C

(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

SD

SD

SD

SD

SD

C(A)

C (A)

C (A)

C (A)

C (A)

C (A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

1280 1280 1279

4:1

3:1

3:

3:1

3:1

1" = 20' scale feet

4020020

18" MIN. MODIFIED SOIL /

PLANTING MIX

DESIGN WATER SURFACE

ELEVATION

3' BENCH

(TYP.)

BOTTOM WIDTH PER PLAN

3:1 SIDE SLOPES

(TYP.)

3:1 SIDE SLOPES

(TYP.)

3' BENCH

(TYP.)

3:1 SIDE SLOPES

(TYP.)

RAIN GARDEN TYPICAL SECTIONF7

CG152 SCALE: NTS

8" OUTLET PIPE

3:1 SIDE SLOPES

(TYP.)

RAIN GARDEN FLOW CONTROLB2

CG152 SCALE: NTS

PIPE INVERT PER PLAN

6" INLET PIPE @ S=1.0% MIN.

RAIN GARDEN INLET PIPE (TYP.)D7

CG152 SCALE: NTS

ADS NYLOPLAST 8" LIGHT

DUTY DOME 0899CGD (OAE)

FLOW CONTROL STRUCTURE

ADS NYLOPLAST 8" DRAIN BASIN

2808AG (OAE)

TOP = 1279.50

IE OUT = 1277.50, 8" (NW)

INVERT PER PLAN

RIP RAP PAD

(TYP.)

BUILDING FACE

CLEANOUT

CONCRETE WALKASPHALT PAVEMENT

DESIGN WATER SURFACE

ELEVATION

RIP RAP PAD

8" OULET PIPE

IE = 1275.00

RAIN GARDEN BMP

SURFACE AREA = 4,093 SF

TOP ELEVATION = 1280.00

BOTTOM ELEVATION = 1279.00

DESIGN WATER SURFACE

ELEVATION = 1279.50

LEVEL SPREADER INLET

TOP WIDTH PER PLAN

MOUND UP DIRT AS

NEEDED TO MAINTAIN

MINIMUM PIPE COVER

DESIGN WATER SURFACE

ELEVATION

EDGE OF PAVEMENT

(LOW POINT)

LEVEL SPREADER INLETB7

CG152 SCALE: NTS

1-2" DROP FROM EDGE OF

PAVEMENT (TYP)

UNCOMPACTED

SUBGRADE

LINE SIDES AND BOTTOM

OF GRAVEL PAD WITH

NON-WOVEN GEOTEXTILE

FABRIC

UNIFORMLY GRADED, CLEAN WASHED

COARSE AGGREGATE (ASSHTO #3)

GRAVEL DISSIPATION PAD, SIZE PER PLAN

12" M

IN

FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

8.

5'

10'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department…