Draft_W912HV-19-B-0001_Drawings_Draft.pdf

PDF 39 MB Posted Sep 20, 2018

Attached to: FY18 PN87208 Medical Clinic Addition/Alteration, Building 704, Camp Zama, Japan
Solicitation number: W912HV-19-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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File	Type	Posted
Abstract_of_Bids_OF_1419_W912HV-19-B-0001.pdf	PDF	Jan 31, 2019
W912HV-19-B-0001-Am0002.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0002_Revised_Drawings.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0002_Revised_Specifications.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0001.pdf	PDF	Nov 14, 2018
W912HV-19-B-0001-Am0001_Revised_Drawings.pdf	PDF	Nov 14, 2018
W912HV-19-B-0001_Drawings.pdf	PDF	Oct 12, 2018
Base_Access_Request_W912HV-19-B-0001.xls	XLS spreadsheet	Oct 12, 2018
W912HV-19-B-0001_Solicitation.pdf	PDF	Oct 12, 2018
W912HV-19-B-0001_Specifications.pdf	PDF	Oct 12, 2018
Draft_W912HV-19-B-0001_Specifications_Draft.pdf	PDF	Sep 20, 2018

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DRAFT

GENERAL NOTES: PUBLIC HEALTH AND SAFETY NOTES (CONT):

GENERAL TRAFFIC NOTES:

5. THE SITE SHOULD DISPLAY CLEAR SIGNS WHICH ARE VISIBLE TO PEDESTRIANS,

INDICATING THAT CONSTRUCTION IS IN PROGRESS ALONG THE PERIMETER OF THE SITE

AND AT ANY ENTRANCE TO THE SITE. AT ENTRANCES TO SITES, A SIGN SHOULD ALSO BE

DISPLAYED INDICATING THAT THE AREA AFTER THE ENTRANCE IS A HARD HAT AREA,

REQUIRING THE USE OF A SAFETY CONSTRUCTION HARD HAT AT ALL TIMES.

6. WHEN CRANES ARE LIFTING HEAVY MATERIALS TO DEPOSIT ON THE SITE, THE CRANES

SHOULD NOT MOVE THE MATERIAL OVER ANY SPACE THAT IS NOT CORDONED OFF. IF A

CRANE NEEDS TO MOVE A LOAD OUT OF THE SITE REGULARLY, THE AREAS DIRECTLY

BELOW WHERE THE CRANE WILL BE MOVING ITS LOAD SHOULD BE BLOCKED TO THE

PUBLIC IN CASE ANYTHING FALLS FROM THE CRANE.

7. UNEVEN AND DANGEROUS SURFACES AND TERRAIN CAN RESULT FROM CONSTRUCTION

WORK. WHEN WORK IS CARRIED OUT ON THE GROUND, THE SAFETY OF THE PUBLIC IS

THREATENED BY THE UNEVEN AND COLLAPSIBLE TERRAIN. TO AVOID PEDESTRIANS

BEING UNABLE TO ACCESS THE AREAS NEEDED AND CAUSING INCONVENIENCE, AND TO

PROVIDE SAFE PASSAGE THROUGH THE DANGEROUS SITUATIONS ON THE GROUND, A

PLATFORM SURFACE SHOULD BE ERECTED OVER THE GROUND FOR THE PUBLIC TO

WALK ON.

8. CONSTRUCTION SAFETY IS CRUCIAL IN COMPLETING A SUCCESSFUL PROJECT AND

SHOULD ALWAYS TAKE THE SAFETY OF THE PUBLIC INTO ACCOUNT AS MUCH AS THE

SAFETY OF CONSTRUCTION WORKERS BY USING STRICT RULES AND ENFORCING

COMPLIANCE FROM THE CONTRACTOR AND THE PUBLIC TO AVOID INJURIES AND

FATALITIES TO THE MAXIMUM EXTENT POSSIBLE.

1. TRAVEL PATHS FOR GENERAL TRAFFIC AND SITE VEHICLE MOVEMENTS MUST BE CLEARLY

MARKED.

2. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN

CONFLICT WITH THE FLOW OF TRAFFIC AROUND THE CONSTRUCTION SITE SHALL BE

REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE

WORK.

3. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED

WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. THE BACKS OF ALL SIGNS

USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY COVERED TO PRECLUDE THE

DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH

FACES).

4. AT THE END OF EACH WORKING DAY OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO

PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE

REVERSE ORDER OF INSTALLATION.

5. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN SAFE PASSABLE

CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED. PASSAGE

BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED WITH SAFETY

BARRICADES OR FENCING.

6. NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE STORED WITHIN

STREET TRAVELED WAY.

7. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY

CONSTRUCTION TRAFFIC SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND

OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR

THE PROTECTION AND SAFETY OF PUBLIC TRAFFIC. THE CONTRACTOR SHALL PROVIDE

FLAG MEN AS NECESSARY TO DIRECT TRAFFIC IF A LANE IS CLOSED TO PERFORM THE

WORK. ALL SUCH PROTECTIVE FACILITIES AND PRECAUTIONS TO BE TAKEN SHALL

CONFORM WITH THE "RULES AND REGULATIONS GOVERNING THE USE OF TRAFFIC

CONTROL DEVICES AT WORK SITES ON OR ADJACENT TO PUBLIC STREETS AND

HIGHWAYS" ADOPTED BY THE HIGHWAY SAFETY COORDINATOR, AND THE U.S. HIGHWAY

ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS, PART 6 - TEMPORARY TRAFFIC CONTROL" 2009 EDITION, UNLESS OTHERWISE

SPECIFIED ON THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TO

THE BASE SECURITY POLICE A TRAFFIC CONTROL PLAN APPROVED BY THE CONTRACTING

OFFICER.

8. ONE LANE OF THE PARKING AREA SHALL BE OPEN TO TRAFFIC AT ALL TIMES.

1. ALL UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BASED ON AVAILABLE

RECORDS ARE INDICATED ON THE PLANS AND ARE APPROXIMATE ONLY. THE CONTRACTOR

SHALL VERIFY THE LOCATION, SIZE AND DEPTH OF THE FACILITIES WHERE SHOWN AND

EXERCISE PROPER CARE IN EXCAVATING THE AREA. ANY DAMAGE TO THESE FACILITIES

SHALL BE REPAIRED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR AN EXCAVATION PERMIT.

2. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS, AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON DRAWINGS, THAT

ARE DISTURBED BY CONTRACTOR'S OPERATIONS, SHALL BE RESTORED TO A CONDITION

SATISFACTORY TO THE CONTRACTING OFFICER AND SHALL MATCH ALL EXISTING

ADJACENT SURFACES AT THE CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS, ELEVATIONS AND DETAILS

SHOWN ON THE PLANS PRIOR TO START OF ANY CONSTRUCTION WORK. ANY

UNCERTAINTIES OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER IMMEDIATELY FOR CLARIFICATION.

4. IF A CONFLICT ARISES BETWEEN THE REQUIREMENTS OF THE GENERAL PROVISIONS AND

THE SPECIFICATIONS, THE REQUIREMENTS OF THE SPECIFICATIONS SHALL GOVERN.

5. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED DUE TO

UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE CONTRACTOR SHALL

INFORM THE CONTRACTING OFFICER OF SUCH CONFLICT. NO CHANGES IN ALIGNMENT OR

GRADE SHALL BE MADE WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER IF NOT

SHOWN ON PLANS.

6. THE GOVERNMENT REQUIRES 30 DAYS ADVANCE NOTICE FOR ANY DISRUPTION OF UTILITY

SERVICES, INCLUDING WATER AND SEWER SERVICES.

7. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT UPON UNCOVERING ANY POTENTIAL

HISTORICAL ARTIFACTS OR ITEMS OF ARCHAEOLOGICAL SIGNIFICANCE.

8. THE PROJECT SITE SHALL BE FENCED AND SECURED AT ALL TIMES DURING CONSTRUCTION

FENCES AND GATES SHALL BE STRUCTURALLY INTACT AND LOCKED DURING PERIODS OF

NO CONSTRUCTION WORK. THE WORK AREA FOR A SPECIFIC WORK PERIOD SHALL BE

FLAGGED BEFORE THE COMMENCEMENT OF WORK FOR THAT PERIOD.

9. THE CONTRACTOR SHALL SUBMIT A DUST AND EROSION CONTROL PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY COMMENCEMENT OF GRADING OR

TRENCHING. THE DUST AND EROSION CONTROL PLAN SHALL ADDRESS PREVENTION OF

SILTATION TO ADJACENT AND EXISTING WATERWAYS. THE CONTRACTOR IS RESPONSIBLE

FOR SECURING ANY PERMITS REQUIRED FOR REMOVING DELETERIOUS MATERIALS FROM

THE PROJECT SITE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY CLEARING AND REMOVAL OF

ALL SILT AND DEBRIS GENERATED BY HIS GRADING AND CONSTRUCTION WORK THAT

DEPOSIT AND ACCUMULATE ON ROADWAYS OR OTHER AREAS. THE CONTRACTOR SHALL

REIMBURSE THE GOVERNMENT FOR ALL COSTS ASSOCIATED WITH REMEDIAL ACTION

REQUIRED AND MADE NECESSARY BY THE CONTRACTOR'S NONPERFORMANCE OF HIS

WORK.

11. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF-SITE ALL SHRUBS, TREE ROOTS,

AND ORGANIC MATERIALS ENCOUNTERED DURING CONSTRUCTION AS REQUIRED.

12. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AND OTHER WASTE

MATERIAL AT AN APPROVED OFF-SITE DISPOSAL AREA IN ACCORDANCE WITH APPLICABLE

REGULATORY AGENCY REQUIREMENTS AND SHALL PROVIDE DOCUMENTATION OF

DISPOSAL SITES BEING UTILIZED. ALL PERMITS REQUIRED FOR OFF-SITE DISPOSAL SHALL

BE OBTAINED BY THE CONTRACTOR.

13. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED PLANS AT

THE PROJECT SITE DURING THE WORK.

14. SOD SHALL BE PROVIDED IN ALL UNPAVED AREAS DISTURBED BY THE CONTRACTOR

DURING CONSTRUCTION. SEEDING/SOD SHALL BE APPROVED BY THE CONTRACTING

OFFICER.

15. TOPOGRAPHIC SURVEY COMPLETED BY ENVIRONMENTAL SCIENCE CORPORATION ON 10-18

JULY 2011 AND 19-20 SEPTEMBER 2011. THE COORDINATE SYSTEM FOR THIS SURVEY IS THE

JAPAN GEODETIC DATUM (JGD) 2000 COORDINATE SYSTEM, ZONE 9. BENCHMARK: 11-7, ('+'

CUT W/BLUE PAINT), N: -55450.540, E: -39706.162, ELEV=61.787. SUBSEQUENT PARTIES ARE

REQUIRED TO MAKE PRUDENT CHECKS PRIOR TO USE OF THIS TOPOGRAPHIC SURVEY MAP.

THE CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT BUILDINGS

AND SITE IMPROVEMENTS PRIOR TO CONSTRUCTION AND TO VERIFY BENCHMARKS.

16. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AND FROM DRIVEWAYS AND PUBLIC

AREAS AT ALL TIMES, UNLESS OTHERWISE NOTED.

17. WHEN EXCAVATIONS ARE ADJACENT TO OR UNDER EXISTING STRUCTURES OR FACILITIES,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING THE

EXCAVATION AND STABILIZING THE EXISTING GROUND TO RENDER IT SAFE AND SECURE

FROM POSSIBLE SLIDES, CAVE-INS AND SETTLEMENT AND FOR PROPERLY SUPPORTING

EXISTING STRUCTURES AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE, UNLESS OTHERWISE NOTED.

18. DURING NON-WORKING HOURS, ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE

STORED IN A DESIGNATED STORAGE AREA.

19. ALL GRASSED OR PLANTED AREAS DAMAGED DURING THE CONSTRUCTION WHETHER BY

STOCKPILING OF EXCAVATION MATERIAL OR OTHER OPERATIONS SHALL BE RESTORED TO

A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR WATERING AND MAINTAINING THESE AREAS UNTIL GROWTH IS

ESTABLISHED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTING OFFICER

INFORMATION ON THE HAUL ROUTES TO BE USED DURING THE PROJECT FOR THEIR

APPROVAL. HAUL ROUTES SHALL BE DIRECTLY FROM THE ROADWAYS EXTERIOR TO THE

BASE TO THE WORK AREA AT THE VARIOUS GATES UNLESS OTHERWISE APPROVED BY THE

CONTRACTING OFFICER. THE CONTRACTOR, EQUIPMENT, AND PERSONNEL SHALL BE

RESTRICTED TO THE APPROVED HAUL ROUTE TO THE CONSTRUCTION AREA AND THE

CONTRACTOR'S OFFICE AND LAYDOWN AREA ONLY.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRANSPORTATION AND DISPOSAL OF

ALL OF ALL EXCAVATED MATERIALS TO AN APPROVED OFF-BASE DISPOSAL SITE. THERE IS

NO ON-BASE FACILITY OR AREA AVAILABLE TO THE CONTRACTOR FOR ANY DISPOSAL OF

EXCAVATED MATERIALS.

CIVIL UTILITIES NOTES:

1. THE CONTRACTOR SHALL MARK ON THE GROUND ALL OF THE NEW UTILITY LINES AND

PROVIDE ALL LAND SURVEY CONSTRUCTION STAKEOUT SERVICES

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE EXISTING UTILITIES

BEFORE START OF CONSTRUCTION. ALL DISTURBED AREAS OUTSIDE THE LIMIT OF

PROJECT AREA SHALL BE RESTORED TO ITS ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL ALSO CHECK WITH THE DIRECTORATE OF PUBLIC WORKS TO

DISCERN THE EXACT UTILITY LOCATIONS PRIOR TO ANY TRENCHING OR EXCAVATION.

4. ALL EXISTING UTILITIES AND FACILITIES TO REMAIN IN USE, WHETHER OR NOT SHOWN ON

THESE PLANS, SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR DURING

CONSTRUCTION UNLESS SPECIFIED ON THE PLANS TO BE ABANDONED OR DEMOLISHED.

THE CONTRACTOR SHALL PERFORM EXTRA CARE NOT TO DAMAGE EXISTING UTILITY

LINES AND STRUCTURES DURING CONSTRUCTION. UTILITIES DAMAGED DURING

CONSTRUCTION WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

5. IF THERE ARE SOME CHANGES IN THE DESIGN DRAWINGS DUE TO THE CONFLICT

BETWEEN THE INVERT OF OTHER EXISTING UTILITY LINES AND THE PROPOSED STORM

DRAINAGE LINE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY

THE CONTRACTING OFFICER.

GENERAL NOTES (CONT.):

22. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PREVENT EROSION AND THE

TRANSPORT OF SEDIMENTS ONTO PAVED SURFACES AND INTO DRAINAGE FACILITIES, AND

COMPLY WITH THE REQUIREMENTS OF FEDERAL AND LOCAL REGULATIONS.

23. TEMPORARY EROSION CONTROL MEASURES, INCLUDING DRAINAGE SWALES, GRASSING

AND SILT FENCES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AT NO EXTRA COST

TO THE GOVERNMENT. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE

PERMANENT EROSION CONTROL MEASURES ARE IN PLACE AND ESTABLISHED.

24. NONCOMPLIANCE OF ANY OF THE REQUIREMENTS PRESENTED ON THESE PLANS OR IN THE

SPECIFICATIONS SHALL MEAN IMMEDIATE SUSPENSION OF ALL WORK AND REMEDIAL WORK

SHALL COMMENCE IMMEDIATELY. ALL COST INCURRED SHALL BE BILLED TO THE

CONTRACTOR. FURTHERMORE, VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE CIVIL

AND/OR CRIMINAL PENALTIES.

1. ALL EROSION CONTROL AND SEDIMENTATION CONTROL MEASURES SHALL ALSO

CONFORM TO THE LATEST JEGS (2012).

2. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF CLEARED

SURFACE AREA. THE FIRST CONSTRUCTION SHALL BE STABILIZED BEFORE THE NEXT

SECTION SHALL BEGIN. STABILIZATION SHALL BE ACCOMPLISHED BY TEMPORARILY OR

PERMANENTLY PROTECTING THE DISTURBED SOIL SURFACE FROM RAINFALL IMPACT AND

RUNOFF.

3. STOCKPILE AND DUMPSTER AREAS SHALL NOT BE CLOSE TO THE DIRECTION OF STORM

WATER RUNOFF FLOW INTO RECEIVING STATE WATER. STOCKPILE AREAS SHALL BE KEPT

TO A MINIMUM AS MUCH AS POSSIBLE. SEDIMENT TRAPPING DEVICES SUCH AS FENCE

TRAPS, BASINS OR BARRIERS SHALL BE USED AROUND THE BASE OF THE STOCKPILE.

TRASH DUMPSTER SHALL BE LEAK PROOF AND SHALL NOT BE OVERFILLED TO THE LEVEL

WHERE THEIR COVERS CANNOT BE FULLY SHUT.

4. DUST CONTROL SHALL BE APPLIED TO REDUCE DUST EMISSIONS. THE CONTRACTOR

SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM DUST NUISANCE.

THE WORK SHALL BE IN CONFORMANCE WITH THE GOVERNMENT'S AIR POLLUTION

CONTROL STANDARDS.

5. INSTALL ALL EROSION CONTROL STRUCTURES INCLUDING EROSION CONTROL BLANKETS

TO PREVENT EROSION ON GRADED AREAS. SILT FENCES SHALL BE CONSTRUCTED TO

STABILIZE SEDIMENTS AND CONSTRUCT NO. 3 COARSE CRUSHED ROCK AT THE DRIVEWAY

ENTRANCE WHERE INDICATED ON THIS EROSION CONTROL PLAN.

6. ALL CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY; FOR

EXAMPLE, WEEKLY IN DRY PERIODS AND WITHIN TWENTY FOUR HOURS AFTER ANY

RAINFALL OF 13mm OR GREATER WITHIN A 24 HOUR PERIOD. DURING PROLONGED

RAINFALL, DAILY CHECKING IS NECESSARY. THE CONTRACTOR SHALL MAINTAIN RECORDS

OF THE DURATION AND ESTIMATED VOLUME OF STORM WATER DISCHARGE(S) AND

CHECKS & REPAIRS.

7. IF HEAVY RAINS ARE PROJECTED DURING A WORKDAY, ALL CONTROL MEASURES THAT

ARE A PART OF THIS PROJECT WILL BE INSPECTED IMMEDIATELY AND REINFORCED IF

NECESSARY.

8. ALL EROSION CONTROL STRUCTURES THAT ARE A PART OF THIS PROJECT WILL REMAIN IN

PLACE UNTIL VEGETATION IS ESTABLISHED. BEFORE FINAL ACCEPTANCE, ALL

TEMPORARY SILT FENCES SHALL BE REMOVED AND THE UNDERLYING AREAS

REVEGETATED. NO. 3 COARSE CRUSHED ROCK SHALL BE REMOVED AND REPLACED WITH

ASPHALT CONCRETE PAVEMENT.

9. A SPECIFIC INDIVIDUAL APPOINTED BY THE CONTRACTOR SHALL BE DESIGNATED TO BE

RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS ON THIS PROJECT.

10. THE CONTRACTOR SHALL TRAIN HIS/HER EMPLOYEES AND SUBCONTRACTORS ON THE

BEST MANAGEMENT PRACTICES FOR EROSION CONTROL.

11. FILTER FABRIC ON ALL EROSION CONTROL STRUCTURES SHALL BE CLEARED OF SILT

IMMEDIATELY FOLLOWING THE END OF ANY RAINFALL THAT CAUSES SILT BUILDUP ON THE

FABRIC.

12. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL STRUCTURES AS

NEEDED WHERE CONTRACTOR TRAVELS OR WORKS BEYOND THE GRADING LIMITS

INDICATED ON THE PLANS.

13. GRUBBED MATERIAL, DEMOLITION WASTES, AND CONSTRUCTION WASTES SHALL BE

STORED TEMPORARILY IN DUMP TRUCKS OR IN DESIGNATED STOCKPILE AREAS UNTIL

THEY ARE TRANSFERRED TO AN AUTHORIZED DISPOSAL AREA. THE CONTRACTOR SHALL

SUBMIT HIS PROPOSED TEMPORARY STOCKPILING AREAS AND CONSTRUCTION STAGING

STORAGE AREAS TO THE MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION, AND

COORDINATE THEIR LOCATION WITH THE OFFICER-IN-CHARGE DURING CONSTRUCTION.

14. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED

OR DISTURBED MORE THAN TWENTY CALENDAR DAYS PRIOR TO LAND DISTURBANCE.

15. TEMPORARY SOIL STABILIZATION WITH APPROPRIATE VEGETATION SHALL BE APPLIED ON

AREAS THAT WILL REMAIN UNFINISHED FOR MORE THAN THIRTY CALENDAR DAYS.

16. ALL EXPOSED SOILS SHALL BE SODDED USING KOURAISHIBA (KOREAN TURF)

IMMEDIATELY AFTER GRADING WORK HAS BEEN COMPLETED. AT THE STEEPER SLOPED

AREAS AROUND THE NORTHEAST CORNER OF THE BUILDING, EROSION CONTROL

BLANKETS SHALL BE INSTALLED AFTER HYDROMULCHING. IRRIGATION AND MAINTENANCE

OF THE PERENNIAL VEGETATION SHALL BE PROVIDED FOR 60 CALENDAR DAYS OR UNTIL

THE VEGETATION TAKES ROOT, WHICHEVER IS LONGER.

EROSION AND SEDIMENTATION CONTROL NOTES AND BMPS:

PUBLIC HEALTH AND SAFETY NOTES:

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH APPLICABLE FEDERAL, JAPANESE

AND PREFECTURAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY,

AND THE ENVIRONMENT.

2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING

AREA FREE FROM DUST AND NOISE NUISANCE. THE WORK SHALL BE IN CONFORMANCE

WITH THE AIR AND NOISE POLLUTION CONTROL STANDARDS, REGULATIONS OF THE

JAPANESE ENVIRONMENTAL GOVERNING STANDARDS AND EM-385-1-1.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS

AND APPROVALS GOVERNED BY FEDERAL, JAPANESE AND PREFECTURAL LAWS AND

STANDARDS IN THE HANDLING, REMOVAL, AND DISPOSAL OF ANY HAZARDOUS

MATERIALS PRIOR TO THE START OF CONSTRUCTION.

4. THE CONTRACTOR SHALL CONFORM TO "CONFINED SPACE" PROCEDURES, IN

ACCORDANCE WITH EM 385-1-1, ON ANY PITS, EXISTING OR NEWLY CONSTRUCTED

MANHOLES, WHICH COULD PRESENT A HAZARD (HYDROGEN SULFIDE EXPOSURE,

LIMITED ACCESS, ETC.) TO OPERATOR OR CONTRACTOR PERSONNEL.

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EXIST. CHERRY TREE TO BE CUT AND REMOVED

CHERRY TREE - 2 EACHCHERRY TREE - 1 EACH

REMOVE EXIST. BENCHES AND SALVAGE

BENCHES EACH: 3

EXIST. CHERRY TREE TO BE CUT AND SALVAGED

REMOVE EXIST. DRAIN INLET AND PORTION OF

400 MM STORM DRAIN PIPING

DRAIN INLET AND PIPING AREA: XX L. M.

REMOVE EXISTING CONCRETE WALKWAY

& SALVAGE EXIST. THREE (3) BENCHES

REMOVE EXISTING PORTION

OF 400 MM DRAINAGE PIPE

& DRAIN INLET

1. EXISTING SUPPORTING STRUCTURES AND ALL ASSOCIATED

UTILITY LINES SHALL BE DEMOLISHED/REMOVED DURING

DEMOLITION OPERATIONS. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER ON

SCHEDULING.

2. THE CONTRACTOR SHALL DEMOLISH ALL SITE ITEMS AS

NECESSARY, INCLUDING BUT NOT LIMITED TO THOSE

SHOWN ON THIS PLAN, FOR THE COMPLETION OF THE

PREVENTIVE MEDICINE ADDITION.

3. CHERRY TREE - THE CONTRACTOR SHALL SALVAGE AND

PROCESS REMOVED CHERRY TREES AS FOLLOWS:

SALVAGE ALL TREE TRUNKS AND BRANCHES 300

MILLIMETERS DIAMETER OR LARGER. SAW INTO LARGEST

PRACTICAL SECTIONS NO LONGER THAN 2.5 METERS LONG.

RETAIN BARK ON SECTIONS. BUNDLE AND DELIVER ON

STANDARD WOOD PALLETS TO THE OPEN STORAGE

FACILITY (S-1047) ON CAMP ZAMA BASE AS DIRECTED BY

THE COR.

4. THE CONTRACTOR SHALL TURN OVER ALL SALVAGED

BENCHES (3) TO THE DPW STORAGE AREA (BUILDING 686)

ON CAMP ZAMA BASE AS DIRECTED BY THE COR.

5. THE CONTRACTOR SHALL COORDINATE WITH MEDDAC-J

FOR CLOSURE OF MEDICAL AND DENTAL CLINIC

ENTRANCES.

GENERAL NOTES:

C-101

EXISTING BLDG 704 SITE DEMOLITION PLAN

SCALE: 1:200

REMOVE EXISTING

RAMP

EXISTING BUILDING

LEGEND:

EXISTING STRUCTURE TO BE

REMOVED

EXISTING UTILITIES TO BE

REMOVED

CUT AND REMOVE EXIST.

CHERRY TREE - 2

(SEE NOTE 3)

PROJECT LIMITS

EXISTING BLDG 704

EXIST.

BLDG

EXISTING T-704-3

(BICYCLE SHED)

TO REMAIN

REMOVE EXISTING

PORTION OF

CONCRETE WALKWAY

SCALE: 1:200

GRAPHIC SCALE

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EXISTING CONC. WALKWAY 65 S.M.±

REMOVE ABANDONED

FIRE SERVICE LINE

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BLDG 704

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CUT AND SALVAGE EXIST. CHERRY TREE - 1

(SEE NOTE 3)

DRAFT

AutoCAD SHX Text

EL=62.47

AutoCAD SHX Text

EMH

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EMH

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EMH

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EMH

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EMH

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EMH

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AutoCAD SHX Text

HIGH VOL TAGE

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LIGHT PANEL

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AutoCAD SHX Text

EL=62.090

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TBM.2

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DMH

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DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

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DMH

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DMH

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DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text H=13.0

AutoCAD SHX Text W=8.0

AutoCAD SHX Text D=0.45

AutoCAD SHX Text H=13.0

AutoCAD SHX Text W=8.0

AutoCAD SHX Text D=0.45

AutoCAD SHX Text H=1.7

AutoCAD SHX Text W=1.2

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=1.7

AutoCAD SHX Text W=1.4

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=1.7

AutoCAD SHX Text W=1.2

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=2.1

AutoCAD SHX Text W=1.5

AutoCAD SHX Text D=0.3

AutoCAD SHX Text H=2.1

AutoCAD SHX Text W=1.4

AutoCAD SHX Text D=0.3

AutoCAD SHX Text H=2.0

AutoCAD SHX Text W=1.4

AutoCAD SHX Text D=0.2

AutoCAD SHX Text H=1.8

AutoCAD SHX Text W=0.4

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=1.8

AutoCAD SHX Text W=0.4

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=10.0

AutoCAD SHX Text W=15.0

AutoCAD SHX Text D=1.4

AutoCAD SHX Text H=10.0

AutoCAD SHX Text W=15.0

AutoCAD SHX Text D=0.8

AutoCAD SHX Text H=10.0

AutoCAD SHX Text W=15.0

AutoCAD SHX Text D=0.7

AutoCAD SHX Text H=15.0

AutoCAD SHX Text W=8.0

AutoCAD SHX Text D=0.6

AutoCAD SHX Text H=4.0

AutoCAD SHX Text W=5.0

AutoCAD SHX Text D=0.5

AutoCAD SHX Text H=6.0

AutoCAD SHX Text W=4.0

AutoCAD SHX Text D=0.3

AutoCAD SHX Text H=1.3

AutoCAD SHX Text W=2.0

AutoCAD SHX Text D=0.2

AutoCAD SHX Text H=6.0

AutoCAD SHX Text W=15.0

AutoCAD SHX Text D=0.8

AutoCAD SHX Text D=38

AutoCAD SHX Text

OUT61.02

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IN61.26

AutoCAD SHX Text

IN61.04

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D=300 CP

AutoCAD SHX Text

OUT61.11

AutoCAD SHX Text

D=300 CP

AutoCAD SHX Text

IN61.11

AutoCAD SHX Text

D=300 CP

AutoCAD SHX Text

TOP62.32

AutoCAD SHX Text

TOP62.41

AutoCAD SHX Text

TOP62.07

AutoCAD SHX Text

OUT61.30

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IN61.35

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IN61.32

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OUT61.33

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D=200 CP

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D=300 CP

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TOP62.21

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OUT61.45

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IN61.51

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IN61.46

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OUT61.51

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D=200 CP

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TOP62.33

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OUT61.58

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IN61.61

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IN61.58

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OUT61.63

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D=200 CP

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D=300 CP

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D=300 CP

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TOP62.42

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OUT61.66

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OUT61.75

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D=200 CP

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TOP61.05

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OUT57.08

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IN58.02

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IN59.67

AutoCAD SHX Text

D=300 VP

AutoCAD SHX Text

D=700 CP

AutoCAD SHX Text

TOP61.44

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OUT58.14

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IN58.88

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TOP61.83

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OUT59.20

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IN59.21

AutoCAD SHX Text

D=700 CP

AutoCAD SHX Text

D=700 CP

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D=400 CP

AutoCAD SHX Text

D=250 VP

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IN60.11

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OUT60.08

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TOP62.13

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D=400 CP

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IN60.03

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OUT60.00

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TOP62.17

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IN60.31

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IN60.15

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IN60.37

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D=200 VP

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OUT61.44

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D=200 VP

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OUT60.92

AutoCAD SHX Text

D=100 VP

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IN61.46

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.48

AutoCAD SHX Text

D=100 VP

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IN61.13

AutoCAD SHX Text

D=200 VP

AutoCAD SHX Text

OUT60.89

AutoCAD SHX Text

D=100 VP

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IN61.10

AutoCAD SHX Text

D=100 VP

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IN61.05

AutoCAD SHX Text

D=100 VP

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D=200 VP

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OUT61.42

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D=100 VP

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IN61.42

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D=100 VP

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IN61.31

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OUT60.90

AutoCAD SHX Text

D=400 CP

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OUT59.88

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IN59.90

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D=400 CP

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OUT59.77

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IN59.79

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TOP61.71

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OUT59.72

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IN59.76

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IN60.31

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D=200 CP

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D=500 CP

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D=400 CP

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IN60.17

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D=300 CP

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D=300 CP

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OUT60.72

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IN60.59

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TOP61.95

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OUT60.31

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IN60.53

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D=100 VP

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IN61.52

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D=300 CP

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D=300 CP

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OUT60.83

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IN60.84

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OUT60.93

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D=200 CP

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D=200 CP

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IN59.10

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OUT58.96

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TOP61.46

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SMH

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IN60.05

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IN59.12

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D=200 CP

AutoCAD SHX Text

D=200 CP

AutoCAD SHX Text

TOP61.33

AutoCAD SHX Text

IN59.99

AutoCAD SHX Text

D=200 CP

AutoCAD SHX Text

D=50 VP

AutoCAD SHX Text H=1.6

AutoCAD SHX Text W=2.0

AutoCAD SHX Text D=0.6

AutoCAD SHX Text Konoteg ashiwa

AutoCAD SHX Text Tree of chair

AutoCAD SHX Text Cherry blossoms

AutoCAD SHX Text Satsuki azalea

AutoCAD SHX Text Pine

AutoCAD SHX Text Uncertainty

AutoCAD SHX Text Cherry blossoms

AutoCAD SHX Text Cedar

AutoCAD SHX Text As

AutoCAD SHX Text Vent

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IN61.71

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AutoCAD SHX Text 62.10

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AutoCAD SHX Text 61.77

AutoCAD SHX Text 62.12

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AutoCAD SHX Text 61.28

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AutoCAD SHX Text 61.55

AutoCAD SHX Text 61.67

AutoCAD SHX Text 61.69

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C-111

SITE & LANDSCAPING PLAN

SCALE: 1:100

EXISTING BLDG 704

CLINICAL ADDITION

BLDG 704

QUANTITY COMMON NAME

MAME SAKURA

P L A N T & M A T E R I A L L I S T

BOTANICAL NAME REMARKS

PRUNUS PENDULA

EA.2

KOURAISHIBA (KOREAN TURF)

ZOYSIA TENUIFOLIA

SM127

1.8M (3 FT.) HEIGHT, 35-50 MM CIRCUMFERENCE,

900MM (3 FT.) WIDE

CHERRY TREE

( MAME SAKURA)

LAWN

SCALE: 1:100

GRAPHIC SCALE

LAWN

T R

T H

GRASS LAWN

C-504

CCSDII FROM CONTROLLED ROAD /

PARKING AREA TO FACILITY &

UNOBSTRUCTED SPACE

(REFER TO SHEET G-101 FOR LIMITS)

NOTES:

1. SEE ARCHITECTURAL SHEET FOR TIE-IN GRID OF THE

CLINICAL ADDITION BUILDING TO BUILDING 704 GRID.

2. CONCRETE WALKWAY SHALL BE DONE AS NOTED IN

PHASING PLANS (G-SHEETS), WHEN MAIN ENTRY TO BLDG

704 IS CLOSED AND ALTERNATE ENTRANCE IS PROVIDED TO

BLDG 704.

3. THE CONTRACTOR SHALL TRIM ROOTS AND BRANCHES OF

REMAINING EXIST. CHERRY TREE.

4. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL

EXIST. PLANTS AND TREES IN THE PROJECT AREA. HE SHALL

REPLACE IN KIND ANY DAMAGED TREES AT HIS EXPENSE.

5. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE FOR LOCATION OF

REPLACEMENT CHERRY (MAME SAKURA) TREES AS NEEDED.

PLANTING PROCEDURES SHALL ALSO CONFORM TO CAMP

ZAMA INSTALLATION DESIGN GUIDE.

6. THE CONTRACTOR SHALL PLACE CHERRY TREE CLEAR OF

ALL EXIST. UTILITY LINES AND INSTALL ROOT BARRIER

AROUND ESTIMATED MATURE TREE DRIPLINE.

7. THE CHERRY TREE TO REMAIN SHALL BE TRIMMED TO BE

CLEAR OF PREVENTIVE MEDICINE ADDITION ROOF AREA.

8. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION

(WATERING) DURING THE ESTABLISHMENT PERIOD

(WARRANTY PERIOD) OR ALL LANDSCAPING. REFER TO SPEC

SECTION 32 05 33.

9. EXISTING SITE SOIL SHALL BE SCREENED AND USED AS TOP

SOIL AT 150 MM DEPTH.

10. REFER TO "LANDSCAPE SPECIFICATIONS" PRIOR TO THE

START OF WORK. CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ALL MATERIALS, SCHEDULING,

PRODUCTS, WARRANTIES AND METHODS FOR EXECUTION

OF WORK WHICH MAY NOT BE INDICATED WITHIN THE

DRAWINGS.

BUILDING

LEGEND:

CONC. SIDEWALK /

WALKWAY

GRASS LAWN

(KOURAI-SHIBA

(KOREAN TURF))

C-111

DETAIL LOCATION FOR NEW CHERRY TREE

SCALE: 1:100

C-504

CHERRY TREE

( MAME SAKURA)

CONCRETE

WALKWAY

C-501

PERGOLA

(SEE ARCH DWGS)

EXIST. CHERRY TREE

TO REMAIN

SEE NOTE: 3

M A

T C

H E

A L K

A Y

EXIST. CONCRETE

SIDEWALK TO REMAIN

GRASS LAWN

CONCRETE

WALKWAY

C-501

START CONCRETE

WALKWAY AT NEAREST

CONTRACTION OR

EXPANSION JOINT

ROOT BARRIER

C-111

S I T

N D

S C

A P

I N

L A

B R

J C

D P

W G

EXISTING BLDG 704

I S

I N

A K

V E

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

A L

L I N

I T

I O

N A

L T

E R

A T

I O

B L D

BLDG 704

FINAL

O C

T O

B E

ROOT BARRIER

AROUND TREE

SEE DETAIL

C-504

CONCRETE

WALKWAY

C-501

PROVIDE EXPANSION JOINTS

TO PERIMETER OF MANHOLE

C-501

DRAFT

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

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EMH

AutoCAD SHX Text

AutoCAD SHX Text Co

AutoCAD SHX Text

AutoCAD SHX Text T-704-3

AutoCAD SHX Text

AutoCAD SHX Text Tinplate

AutoCAD SHX Text 62.11

AutoCAD SHX Text 62.10

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.28

AutoCAD SHX Text 61.32

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.60

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.55

AutoCAD SHX Text 61.67

AutoCAD SHX Text 61.69

AutoCAD SHX Text 62.10

AutoCAD SHX Text 61.67

AutoCAD SHX Text D

AutoCAD SHX Text 11-8

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text Co

AutoCAD SHX Text

HIGH VOL TAGE

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CVT D=41

AutoCAD SHX Text

TOP60.58

AutoCAD SHX Text

OUT59.63

AutoCAD SHX Text

IN59.68

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN59.78

AutoCAD SHX Text

D=200 CP

AutoCAD SHX Text

TOP 60.13

AutoCAD SHX Text

TOP 60.38

61.29

PROJECT

LIMITS

C-121

SITE GRADING & DRAINAGE PLAN

SCALE: 1:100

EXISTING BLDG 704

DRAINAGE

LINE D-2

SEE PROFILE

C-202

D2-1

TOP=61.81

DRAINAGE

LINE D-1

SEE PROFILE

C-201

D1-1

TOP 61.94

61.92

61.89

61.92

FF 62.12

CLINICAL ADDITION

61.92

D4-1

CONNECT D3-1

TO EXIST. D4-1

62.10

61.98

62.08

62.10

N=-55464.1490

E=-39665.1125

N=-55464.0897

E=-39649.5263

PROJECT LIMITS

GRADING LIMITS

NEW BLDG

NEW CONCRETE

DRAINAGE FLOW ARROW

NEW SLOPE

NEW SPOT ELEVATION

MATCH EXISTING GRADE

EXISTING SPOT ELEVATION

NEW DRAIN INLET

NEW STORM DRAIN MANHOLE

EXISTING ELECTRICAL LINE

EXISTING ABANDONED FIRE

SUPPRESSION LINE

EXISTING STORM DRAIN

NEW STORM DRAIN

EXISTING MANHOLE

EXISTING TREE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NORTHING/ EASTING

COORDINATES

LEGEND:

1.5%

61.284

D2-2

TOP 61.78

N=-55460.4460

E=-39663.7267

GRADING

LIMITS

61.82

62.00

61.82

EXIST. CHERRY TREE

TO REMAIN

62.00

61.69

NOTES:

1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE

AWAY FROM ALL BUILDINGS AND STRUCTURES.

2. SEE EROSION AND SEDIMENTATION CONTROL

NOTES, SHEET C-001.

3. SEE DETAIL 3, SHEET C-501 FOR DOWNSPOUT

CONNECTION.

62.11

62.09

SCALE: 1:100

GRAPHIC SCALE

T R

T H

W G

N=12345.6798

E=12345.6798

D3-1

TOP=62.16

N=-55458.7706

E=-39647.7423

62.11

62.12

C-121

S I T

R A

D I N

R A

I N

A G

L A

B R

J C

D H

62.10 62.11

M.E.

62.06

62.07

62.12

M.E.

62.17

M.E.

61.97

61.96

61.98

62.01

62.04

62.06

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

A L

L I N

I T

I O

N A

L T

E R

A T

I O

B L D

BLDG 704

FINAL

O C

T O

B E

C-503

C-502

C-503

1.0%

CONCRETE SPLASH BLOCK

C-501DRAFT

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

AutoCAD SHX Text Co

AutoCAD SHX Text T-704-3

AutoCAD SHX Text Tinplate

AutoCAD SHX Text

DMH

AutoCAD SHX Text

DMH

AutoCAD SHX Text H=1.7

AutoCAD SHX Text W=1.2

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=2.1

AutoCAD SHX Text W=1.5

AutoCAD SHX Text D=0.3

AutoCAD SHX Text H=2.1

AutoCAD SHX Text W=1.4

AutoCAD SHX Text D=0.3

AutoCAD SHX Text H=2.0

AutoCAD SHX Text W=1.4

AutoCAD SHX Text D=0.2

AutoCAD SHX Text H=1.8

AutoCAD SHX Text W=0.4

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=1.8

AutoCAD SHX Text W=0.4

AutoCAD SHX Text D=0.1

AutoCAD SHX Text H=10.0

AutoCAD SHX Text W=15.0

AutoCAD SHX Text D=0.7

AutoCAD SHX Text

D=400 CP

AutoCAD SHX Text

IN60.11

AutoCAD SHX Text

OUT60.08

AutoCAD SHX Text

TOP62.13

AutoCAD SHX Text

D=400 CP

AutoCAD SHX Text

IN60.03

AutoCAD SHX Text

OUT60.00

AutoCAD SHX Text

TOP62.17

AutoCAD SHX Text

IN60.31

AutoCAD SHX Text

IN60.15

AutoCAD SHX Text

IN60.37

AutoCAD SHX Text

D=200 VP

AutoCAD SHX Text

OUT60.92

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.13

AutoCAD SHX Text

D=200 VP

AutoCAD SHX Text

OUT60.89

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.10

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.05

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

D=200 VP

AutoCAD SHX Text

OUT61.42

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.42

AutoCAD SHX Text

D=100 VP

AutoCAD SHX Text

IN61.31

AutoCAD SHX Text

OUT60.90

AutoCAD SHX Text

D=400 CP

AutoCAD SHX Text

OUT59.88

AutoCAD SHX Text

IN59.90

AutoCAD SHX Text

D=400 CP

AutoCAD SHX Text

D=300 CP

AutoCAD SHX Text

OUT60.83

AutoCAD SHX Text

IN60.84

AutoCAD SHX Text

D=200 CP

AutoCAD SHX Text Konoteg ashiwa

AutoCAD SHX Text Tree of chair

AutoCAD SHX Text Cherry blossoms

AutoCAD SHX Text 61.92

AutoCAD SHX Text 61.89

AutoCAD SHX Text 61.88

AutoCAD SHX Text 61.91

AutoCAD SHX Text 61.90

AutoCAD SHX Text 61.96

AutoCAD SHX Text 62.00

AutoCAD SHX Text 61.94

AutoCAD SHX Text 62.09

AutoCAD SHX Text 61.93

AutoCAD SHX Text 61.86

AutoCAD SHX Text 61.85

AutoCAD SHX Text 61.94

AutoCAD SHX Text 61.93

AutoCAD SHX Text 61.88

AutoCAD SHX Text 61.84

AutoCAD SHX Text 61.80

AutoCAD SHX Text 61.66

AutoCAD SHX Text 61.83

AutoCAD SHX Text 61.98

AutoCAD SHX Text 62.10

AutoCAD SHX Text 61.90

AutoCAD SHX Text 62.00

AutoCAD SHX Text 61.49

AutoCAD SHX Text 61.61

AutoCAD SHX Text 62.19

AutoCAD SHX Text 62.16

AutoCAD SHX Text 62.28

AutoCAD SHX Text 62.20

AutoCAD SHX Text 61.75

AutoCAD SHX Text 62.21

AutoCAD SHX Text 61.62

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.54

AutoCAD SHX Text 62.05

AutoCAD SHX Text 62.01

AutoCAD SHX Text 62.11

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.44

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.94

AutoCAD SHX Text 61.99

AutoCAD SHX Text 62.07

AutoCAD SHX Text 61.55

AutoCAD SHX Text 62.10

AutoCAD SHX Text 62.09

AutoCAD SHX Text 61.96

AutoCAD SHX Text 62.11

AutoCAD SHX Text 62.08

AutoCAD SHX Text 62.10

AutoCAD SHX Text 62.06

AutoCAD SHX Text 61.98

AutoCAD SHX Text 61.86

AutoCAD SHX Text 61.75

AutoCAD SHX Text 61.86

AutoCAD SHX Text 61.99

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.14

AutoCAD SHX Text 61.36

AutoCAD SHX Text 61.59

AutoCAD SHX Text 61.11

AutoCAD SHX Text 61.45

AutoCAD SHX Text 61.31

AutoCAD SHX Text 61.35

AutoCAD SHX Text 61.40

AutoCAD SHX Text 61.46

AutoCAD SHX Text 61.56

AutoCAD SHX Text 61.77

AutoCAD SHX Text 61.91

AutoCAD SHX Text 61.83

AutoCAD SHX Text 61.42

AutoCAD SHX Text 61.31

AutoCAD SHX Text 62.17

AutoCAD SHX Text 62.15

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.11

AutoCAD SHX Text 62.15

AutoCAD SHX Text 62.14

AutoCAD SHX Text 62.15

AutoCAD SHX Text 62.04

AutoCAD SHX Text 62.05

AutoCAD SHX Text 61.97

AutoCAD SHX Text 62.05

AutoCAD SHX Text 62.00

AutoCAD SHX Text 62.04

AutoCAD SHX Text 61.94

AutoCAD SHX Text 62.08

AutoCAD SHX Text 62.05

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.02

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.89

AutoCAD SHX Text 62.07

AutoCAD SHX Text 62.03

AutoCAD SHX Text 61.85

AutoCAD SHX Text 62.05

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.38

AutoCAD SHX Text 62.00

AutoCAD SHX Text 61.85

AutoCAD SHX Text 61.82

AutoCAD SHX Text 61.84

AutoCAD SHX Text 61.49

AutoCAD SHX Text 61.47

AutoCAD SHX Text

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.28

AutoCAD SHX Text 61.32

AutoCAD SHX Text 62.12

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.55

AutoCAD SHX Text 61.67

AutoCAD SHX Text 61.69

AutoCAD SHX Text 62.10

AutoCAD SHX Text 61.67

AutoCAD SHX Text D

AutoCAD SHX Text 63.87

AutoCAD SHX Text 63.75

64.00

CUTTING

JOINT FILTER

EXPANSION JOINT DETAIL

CONTRACTION JOINT DETAIL

C-501

CONCRETE WALKWAY DETAIL

SCALE: NOT TO SCALE

NOTES:

1. PROVIDE EXPANSION JOINTS FOR EVERY SIX CONTRACTION JOINTS.

PROVIDE CONTRACTION JOINTS (TYP) L/W=1.00 TO 1.50 ON CENTERS,

WHICHEVER IS LESS.

2%(MAX)

BROOM FINISH

BASE COURSE

(CRUSHER-RUN, RC-40, COMPACTED

TO AT LEAST 95% OF MAX DENSITY)

SUB GRADE

(COMPACTED TO AT LEAST

90% OF MAX DENSITY)

PLAIN CONC (MIN. 25N/mm²)

5〜10mm CHAMFER, TYP

±3000 (MATCH EXISTING)

150 mm DIA. VP PIPE

100 mm DIA. VP PIPE

100X150 VP ENLARGER

2% MIN. SLOPE

1% MIN.

AREA DRAIN

150 mm 90° PVC

ELBOW

FINISHED

GRADE

PAINTED VP

DOWNSPOUT (DS)

(SEE ARCH. DWGS.)

BUILDING WALL &

DOWNSPOUT,

SEE ARCH. DWGS.

SD PIPE

VP COUPLER

(PAINT EXPOSED PORTION W/

EXTERIOR LATEX PAINT)

VP DOWNSPOUT BOOT

(SHOE)

PROVIDE 5 MM AIRBREAK BETWEEN

DOWNSPOUT BOOT AND VP COUPLER

VARIES (SEE DWG CG101)

C-501

TYPICAL DOWNSPOUT (DS) AREA DRAIN DETAIL

SCALE: NOT TO SCALE

I N

CLEANOUT

I E

75 MM (MIN.)

O V

E R

L A

P m m

20 300~400 300~400 20

PLAN

SOD

(KOURAI-SHIBA)

20 300~400 300~400 20

SOD (KOURAI-SHIBA)

TOP SOIL (100mm THK)

COMPACTED SUBGRADE

SAND TOPPING

SECTION

NOTE:

SAND TOPPING SHALL BE NORMAL SAND

USUALLY USED IN READY-MIX CONCRETE.

C-501

SODDING DETAILS

SCALE: NOT TO SCALE

C-501

CONCRETE SPLASH BLOCK DETAIL

SCALE: NOT TO SCALE

W G

C-501

M I S

C E

L L A

N E

I O

A I L S

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

A L

L I N

I T

I O

N A

L T

E R

A T

I O

B L D

BLDG 704

FINAL

A P

R I L

H＜1m

1m≦H＜5m 0.5

SLOPE (N)DEPTH (H)

VERTICAL

SATISFACTORY SOIL

DRAINAGE

PIPE

SATISFACTORY SOIL

DRAINAGE

PIPE

SECTION FOR GENERAL PORTION

BASE COURSE

UNDERLAY PAPER

(JIS 3401)

CONCRETE SIDEWALK

SECTION FOR CONCRETE SIDEWALK

Ø900

Ø600

Ø1200

150 150Ø900

Ø1200

150 150Ø900

150150

O C

CAST IRON COVER

(T-6)

MAHOLE COVER AND

COVER RECEIVER

ROCK BOLT (M16)

WASHER AND MORTAR

ADJUST BLOCK

SLANT WALL

BODY BLOCK

BOTTOM SLAB

Ø19mm

MUZZLE CONCRETE

PLAIN CONCRETE

(18N/mm²)

FOUNDATION (RC-40)

TABLE OF DIMENSIONS

MANHOLE

NUMBER

DEEP

MANHOLE

BOTTOM

OF PIPE

PIPE

DIAMETER

CAST-IRON

COVER

RATING

BODY BLOCK

D3-1 2.157

60.003

VU Ø300 T-6 1

C-502

PRE CAST MANHOLE FOR STORM DRAINAGE

SCALE: NOT TO SCALE

CROSS SECTION LONGITUDINAL SECTION

TOP

ELEVATION

62.11

(62.16)

60.002

LADDER

RUNGS

MANHOLE BLOCKS

SLANT WALL

ADJUST

BLOCK

WASHER

C-502

TRENCH DETAIL

SCALE: NOT TO SCALE

DETECTABLE

WARNING TAPE

DETECTABLE

WARNING TAPE

Ø600

C-502

MANHOLE COVER DETAIL

SCALE: NOT TO SCALE

PLAN SECTION

LETTER "D" EMBOSSED

W G

C-502

M I S

C E

L L A

N E

I O

A I L S

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

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O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

A L

L I N

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N A

L T

E R

A T

I O

B L D

BLDG 704

FINAL

A P

R I L

150800150

PLAN

SECTION

TABLE OF DIMENSIONS

INLET

NUMBER

GRATING COVER.

D13 @200, 2 DIRECTION

REINFORCED

CONCRETE

(21 N/mm²)

LEVELING CONCRETE

FOUNDATION

(RC-40)

STEP METAL

@300

TOP

ELEVATION

PIPE BOTTOM

ELEVATION

RATING OF

GRATING

COVER

LADDER

RUNGS

D2-1 61.81

59.855

T-6 2.105m 6

D2-2 61.78

59.880

T-6 2.049m 5

C-503

STORM DRAIN INLET

SCALE: NOT TO SCALE

150 600 150

900100

GRATING COVER.

PLAIN CONCRETE

(18 N/mm²)

FOUNDATION

(RC-40)

PLAN

SECTION

TABLE OF DIMENSIONS

INLET

NUMBER

TOP

ELEVATION

PIPE BOTTOM

ELEVATION

RATING OF

GRATING

COVER

D1-1 61.94 60.840 T-6 1.100m

C-503

STORM DRAIN INLET

SCALE: NOT TO SCALE

W G

C-503

M I S

C E

L L A

N E

I O

A I L S

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

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F Y

C A

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D I C

A L

L I N

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B L D

BLDG 704

FINAL

A P

R I L

SECTION (ANCHORING)

m m

I A

F I L

T E

O C

PROTECTED AREA

RUNOFF

FLOW

PROTECTED

AREA

RUNOFF

FLOW

STAKE, AS REQUIRED

(TYP.)

MIN.

OVERLAP

NOTES:

1. INSTALLATION, INSPECTION, MAINTENANCE AND REMOVAL OF COMPOST FILTER SOCKS SHALL BE

DONE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. PROVIDE NECESSARY TRAINING FOR PERSONNEL WHO WILL BE RESPONSIBLE FOR

IMPLEMENTATION OF BMPS.

OVERLAP (ANCHORING)

PLAN (ANCHORING)

WORK

AREA

300mm DIA. FILTER SOCK

300mm

DIA. FILTER

SOCK

WORK

AREA

RUNOFF

FLOW

LIMIT OF

GRADING

PROTECTED

AREA

STAKE, AS REQUIRED

(TYP.)

STAKE, AS REQUIRED

(TYP.)

WORK

AREA

m m

BURY BOTTOM OF

FILTER FABRIC

EXST GROUND

CAP TOP OF

REBAR (TYP)

12 Ømm

REBAR (TYP)

FASTEN SILT FENCE

TO REBAR (TYP)

1800mm O.C. MAX.

0m m

EXST GROUND

0m m

PIN. FABRIC @

600 mm O.C.

12 Ømm REBAR

150mm

BACKFILL W/ SOIL

AND COMPACT

C-504

SILT FENCE DETAIL

SCALE: NOT TO SCALE

GEOTEXTILE

FABRIC

GEOTEXTILE FABRIC

ELEVATION

PANELS ARE PRE-ASSEMBLED IN 600mm LONG SEGMENTS

WHICH CAN BE COMBINED TO CREATE VARIOUS LENGTHS OF

BARRIER TO APPLICATION.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. ALL DIMENSIONS SHALL REFLECT MANUFACTURER'S

SPECIFICATIONS.

1. SPECIFICATIONS:

A. THE BARRIERS SHALL BE BLACK, MOLDED, MODULAR

PANELS MANUFACTURED USING 50% RECYCLED

POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS

AND .060 -.080 MIL IN THICKNESS. EACH PANEL HAS

VERTICAL 90° ROOT DEFLECTING RIBS PROTRUDING

13mm - 16mm IN HEIGHT. THE RIBS HAVE A MINIMUM

THICKNESS OF .060 MIL - .080 MIL AND ARE PLACED 150mm

- 200mm APART. AN INTEGRATED SELF-INTERLOCKING 90°

RIBBED CONNECTION JOINING SYSTEM PROVIDES FOR

INSTANT ASSEMBLY BY SLIDING ONE PANEL INTO

ANOTHER.

2. INSTALLATION

A. THE SPECIFIED NUMBER OF PANELS SHALL BE JOINED

TOGETHER AND PLACED ALONG THE UTILITY TRENCH TO

CREATE A LINEAR PLANTING APPLICATION.

B. VERTICAL 90° ROOT DEFLECTING RIBS ARE ALWAYS

FACING THE ROOT BALL. C. ALWAYS INSTALL THE

PANELS 25mm - 50mm ABOVE GRADE TO AVOID ROOT

PENETRATION ABOVE THE BARRIER.

C. PREPARE YOUR INSTALLATION AS SHOWN.

D. RECOMMENDED FOR LINEAR OR SURROUND PLANTING

APPLICATIONS. FOR DRAINAGE BACKFILL WITH NATIVE

SOIL OR (IF NECESSARY) WHILE COMPACT SOIL

CONDITIONS EXIST, USE GRAVEL OR CRUSHED ROCK.

AVOID BACKFILL LESS THAN 16mm OR GREATER THAN

37mm. FINISH TO GRADE. DO NOT DISTORT BARRIER

INSTALLATION.

90° ROOT DEFLECTING

RIB, PROTRUDING 13mm - 16mm

SELF INTERLOCKING

CONNECTION

150mm

300mm 300mm

600mm

C-504

COMPOST FILTER SOCK INSTALLATION

SCALE: 1:50

C-504

UTILITY ROOT BARRIER DETAIL

SCALE: NTS

NOTES:

1. TOPSOIL MIX, SEE SPEC

2. DO NOT DAMAGE MAIN ROOTS OR DESTROY

ROOT BALL WHEN INSTALLING TREE STAKE

3. WATER THOROUGHLY AFTER INSTALLATION

4. REMOVE TREE RINGS AND STAKES TWO

YEARS AFTER INSTALLATION

ENLARGED DETAIL

50mm MULCH (PULL AWAY FROM

BASE OF TRUNK) CREATE SAUCER

AROUND TREE

COMPACTED TOPSOIL

MIX (SEE SPEC)

SOD OR GROUNDCOVER

EXISTING SUB GRADE

TRIM BRANCHES

TO RETAIN NATURAL

FORM OF TREE

MAINTAIN TREE BASE AT

OR SLIGHTLY HIGHER

THAN EXISTING GRADE,

TO ALLOW FOR

SETTLEMENT

30mm BLACK

PLASTIC HOSE

3mm (NO.11 GA.)

GALV. WIRE, COIL

EACH END TIGHTLY

ENLARGED DETAIL

POLYETHYLENE TREE

TRUNK PROTECTOR-

TYPICAL

VARIES

ROOT

BALL

2 T- BARS 40mm X 40mm

X 1.8 M LONG

C-504

TREE PLANTING DETAIL

SCALE: NTS

GEOTEXTILE REQUIREMENTS

MECHANICAL

PROPERTIES

TEST METHOD UNITS MARV

GRAB TENSILE STRENGTH ASTM D 4632 KN 1.62 X 0.89

GRAB TENSILE ELONGATION ASTM D 4632

% 24 X 10

PUNCTURE STRENGTH ASTM D 4833 KN 0.40

MULLEN BURST STRENGTH ASTM D 3786 KPA

TRAPEZOID TEAR STRENGTH

ASTM D 4533

KN 0.51 X 0.33

UV RESISTENCE

ASTM D 4355 % 90

APPARENT OPENING SIZE ASTM D 4751 MM 0.425

FLOW RATE

ASTM D 4491 1/MIN/M 5907

PERMITTIVITY

ASTM D 4491

SEC

2.1

-1

SECTION

VELCRO CLOSURE

STORM SEWER

GRATE

STORM SEWER

GRATE

RUNOFF WATER WITH

SUSPENDED SEDIMENT

19mm TO 76mm

GRAVEL (300 MINIMUM

DEPTH)

WIRE MESH (13mm

OPENINGS) WITH

GEOTEXTILE FILTER FABRIC

ON TOP

EXISTING

DRAIN INLET

SEDIMENT

ALTERNATIVE: GRAVEL FILTERPLAN

GEOTEXTILE FABRIC STORM DRAIN

INLET PROTECTION (OR APPROVED EQUAL)

GEOTEXTILE FABRIC

INLET PROTECTION BAG

STORM SEWER GRATE

MIN

C-504

GEOTEXTILE FABRIC STORM DRAIN INLET PROTECTION

SCALE: NTS

W G

C-504

M I S

C E

L L A

N E

I O

A I L S

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

A L

L I N

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I O

N A

L T

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A T

I O

B L D

BLDG 704

FINAL

A P

R I L

CENTERLINE

COLUMN

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

A P

GRAPHIC SCALE

0 4000

SCALE: 1:100

NORTH

A-001

DEMOLITION PLAN

SCALE: 1:100

1 DIMENSIONS INDICATED ARE APPROXIMATE.

NEW ROUGH OPENINGS MUST NOT EXTEND

PAST EXISTING STRUCTURAL OPENINGS.

MIN SIZE OF OPENING:

・ 1750 W X 2500 H, REFER TO SECTION 1/A-311.

・ PROTECT EXISTING STRUCTURAL MEMBERS.

・ FINISH NEW OPENING TO MATCH EXISTING

WALL AND FLOOR FINISHES.

2 REMOVE EXISTING DOOR AND FRAME.

FINISH TO MATCH EXISTING ADJACENT

INTERIOR FINISHES. REFER TO SECTION

2/A-313.

3 REMOVE EXISTING CONCRETE RAMP,

FOOTING AND GUARDRAILS.

A-001

E X

I S

T I N

O N

D I T

I O

O M

L I T

I O

L A

J R

D H

W G

KEY NOTES

CLASSROOM

CLR01

AUDIO TESTING

PEHS2

SUB WAITING

WRC01

NCOIC

OFFICE

OFA02

HEALTH

PROMOTIONS

OFA02

WELLNESS

CENTER

PTES1

PUBLIC HEALTH

NURSE

OFA02

OCC. HEALTH

TECHNICIANS

OFA03

OCC. HEALTH

NURSE

OFA02

MASK FIT

TESTING

OPPS1

STORAGE

SRE01

TOILET

TLTU1

RECEPTION/

ADMIN

RECP1

HALL 1

VEST.

ELEC.

HALL 2

HALL 3

3.7321.7

GRAPHIC SCALE

0 4000

SCALE: 1:100

A-401

A-301

A-201

A-301

LEGEND

A-201

NORTH

E X

I S

T I N

EXISTING GRID C

A-201

A-101

OVERALL GROUND FLOOR PLAN

SCALE: 1:100

19565

NEW DOOR

EXISTING WALL

TO REMAIN

NEW WALL

A-101

O V

E R

A L

R O

U N

L O

J R

D H

W G

ROOM

NAME

ROOM #

ROOM

CODE

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

A P

CONSTRUCT PERGOLA

(OPTION #1)

1 NEW OPENING CONNECTING NEW BLDG WITH EXISTING BLDG.

KEY NOTES

101010

700 700

18500 1860

20360

M A

T C

X I S

T I N

C U

P P

T H

EXISTING

SCUPPER

14950

4321.710 3.7

ALUMINUM

EXPANSION JOINT

COVER

NEW ROOFING SYSTEM

FULLY REINFORCED

FLASHING MEMBRANE

LINE OF

EXISTING

ROOF BEYOND

MATCH WIDTH

EXISTING

OPENING

SCALE: 1:50

20000

GRAPHIC SCALE

S L O

P E

GENERAL NOTES

PROVIDE FLASHING FOR ALL NEW ROOF

PENETRATIONS AND AROUND ANY NEW ROOF

SUPPORTS FOR EQUIPMENT.

PROVIDE VAPOR RELIEF VENTS AS REQUIRED

BY ROOFING MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

PROVIDE NEW ROOF SLOPE TO COMPLY WITH

UFC 3-110-03 (5% MIN)

PROVIDE CRICKETS TO SHED WATER FROM

AROUND SKYLIGHTS AND ROOF MOUNTED

EQUIPMENT AS NEEDED, TYP.

S L O

P E

NORTH

A-103

ROOF PLAN

SCALE: 1:50

A-501

1. SOLAR TUBE, SEE B2/A-501

2. FLUID-APPLIED ROOFING SYSTEM, SEE SPEC

SECTION 07 56 00 FLUID APPLIED ROOFING YSTEM

3. EXPANSION JOINT AND COVER, SEE D1/A-501

4. INTEGRAL CONCRETE GUTTER, SEE D3/A-501

5. CONCRETE SCUPPER AND SHEET METAL LEADER

BOX DOWNSPOUT, SEE C3/A-501

6. PRECAST CONCRETE PARAPET CAP, SEE D4/A-501

7. LINE OF ROOF TOP AIR HANDLER UNIT w/ SUPPORT

FRAME ABOVE, SEE C5/A-501

8. MAIN CLINIC ENTRY VESTIBULE BELOW

9. DUCT PENETRATION, B1/A-502.

10. FLASH CONDUIT PENETRATION, SEE MECH.

11. VTR PENETRATION, SEE MECH.

LEGEND KEYNOTES

NOTE: REFER TO DETAIL D1/A-501 FOR ADDITIONAL INFORMATION

CLAY TILE ROOFING

SYSTEM, SEE A4, B4,

C4/A-401

EXISTING ROOFING

A-103

R O

J R

D H

W G

RIDGE

TYP.

A-501 SIM.

A-502

A-501

REMOVE EXISTING CAP

PARAPET

TRAFFIC BEARING

SURFACING ON STANDARD

FLUID APPLIED ROOFING

SYSTEM, SEE D2/A-501, SIM.

DUCT SUPPORTS

A-501

TYP. SUPPORTS DETAIL

12. REMOVE EXISTING

PARAPET CAP.

13. CRICKET TO DRAIN.

USE SHEET METAL

TO PITCH

14. GUTTER HIGH POINT.

15. CLAY ROOF TILE.

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

A P

2% GUTTER SLOPE

CONSTRUCT PERGOLA

(OPTION #1)

2% GUTTER SLOPE 2% GUTTER SLOPE

T E

L O

P E

S L O

P E

S L O

P E

A-103

NEW WALL PENETRATION

SCALE: 1:10

A-103

GENERAL NOTES

ALL ELEVATIONS RELATE TO ACTUAL COMPASS

DIRECTION

ALL SURFACES TO BE PAINTED TO MATCH

EXISTING CURRENT COLORS.

FINISH FLOOR ELEVATIONS 0.00 EQUALS

ELEVATION DATUM 62.10 +/- FOR MAIN BUILDING

AND 61.33 +/- FOR MECHANICAL / ELECTRICAL AS

FOUND ON CIVIL DRAWING C-121

EXISTING VENTS TO BE CAPPED WITH

GALVANIZED METAL COVER AND PAINTED

SAME COLOR AS BUILDING. INSULATE ON

INTERIOR (TYP.) W/R-13 INSULATION.

COVER EXPOSED INSULATION FROM

INTERIOR PLENUM SPACE WITH PLENUM

RATED MATERIAL.

A-201

NORTH ELEVATION

SCALE: 1:50

A-201

EAST ELEVATION

SCALE: 1:50

TOP OF SLAB

TOP OF CONC PARAPET

TOP OF SLAB

TOP OF CONC PARAPET

A-401

SCALE: 1:50

20000

GRAPHIC SCALE

A-201

WEST ELEVATION

SCALE: 1:50

TOP OF SLAB

TOP OF CONC PARAPET

A-301

KEY NOTES

1. SOLAR TUBE, SEE B2/A-501

2. ROOF TOP AIR HANDLER UNIT w/ SUPPORT FRAME

ON CURB, SEE C5/A-501 AND MECHANICAL.

3. CONCRETE RELIEF PATTERN TO MATCH EXISTING,

SEE C2/A-501

4. STAINLESS STEEL PARAPET CAP TO MATCH

EXISTING BULDING, SEE D5/A501

5. REINFORCED CAST-IN-PLACE CONCRETE WALL -

FINISH AND PAINT TO MATCH EXISTING, SEE

STRUCTURAL.

6. SRM PROJECT PN74868.

7. SCUPPER AND STEEL LEADER BOX, SEE C3/A-501

8. STEEL DOWNSPOUT, SEE CIVIL DRAWING FOR

UNDERGROUND CONNECTION.

9. EXPANSION JOINT, SEAL AND COVER, SEE D1/A-501

10. ALUMINUM WINDOW SYSTEM, SEE A2 & A3/A-501

11. TOP OF ROOF LINE

A-201

B U

I L

D I N

L E

V A

T I O

N S

J R

D H

W…

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