DRAFT_Drawing 02 MABH-Civil.pdf

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P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

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1. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, AND STRUCTURAL

PLANS FOR STOOP, RAMP, AND FOUNDATION INFORMATION.

2. COORDINATES AND DIMENSIONS ARE TO EDGE OF PAVEMENT, FLOWLINE OF CURB, OUTSIDE

FACE OF BUILDING, EDGE OF WALK, OR CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.

3. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT AND AREAS ROUNDED TO THE

NEAREST SQUARE FOOT.

4. MATCH EXISTING PAVEMENT GRADES AT TIE-IN POINTS AND CUT CONTRACTION JOINTS AT

EXISTING JOINT LOCATIONS WHERE APPLICABLE.

5. SAW CONCRETE CONSTRUCTION JOINTS, CLEAN THEM OF DEBRIS, BLOW THEM DRY AND

IMMEDIATELY SEAL WITH JOINT SEALANT. CONTINUE JOINTS THROUGH THE CURB.

6. REINFORCE ODD SHAPED PAVING PANELS WITH #10 METRIC BARS AT 0.60 METERS EACH WAY.

AN ODD SHAPED PANEL IS CONSIDERED TO BE ONE IN WHICH THE SLAB TAPERS TO A SHARP

ANGLE WHEN THE LENGTH TO WIDTH RATIO EXCEEDS 3 TO 1 OR WHEN A SLAB IS NEITHER

SQUARE NOR RECTANGULAR.

7. PROVIDE 0.1 METER WIDE, SOLID WHITE PAVEMENT STRIPING AS INDICATED IN PLAN.

1. BUILDING FINISHED FLOOR ELEVATION (FFE) ON CIVIL PLANS CORRESPONDS TO ELEVATION

6600 ON OTHER DISCIPLINE SHEETS (ARCH, STRUC, MECH, ELEC).

2. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG

PROPOSED CURB DENOTE GUTTER FLOWLINE GRADE.

3. CONTRACTOR SHALL REVIEW PAVEMENT GRADES PRIOR TO CURB INSTALLATION AND

CONSTRUCT “GUTTER OUT” (DRY CURB) WHERE WATER DRAINS AWAY FROM CURB. OTHER

AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” (STANDARD) CURB.

4. GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL

SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE

FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY

BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT.

5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE

WITH THE REQUIREMENTS OF THE GEOTECHNICAL EVALUATION REPORT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATION OF THE REQUIRED SOIL TESTING AND

INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.

6. STOP WORK IMMEDIATELY AND NOTIFY THE OWNER AND ENGINEER IF UNEXPECTED

CONTAMINANTS ARE FOUND IN THE EXISTING SITE SOILS.

7. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING

ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED

TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE

SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH

GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC

AND EROSION. REPAIR AREAS THAT HAVE BECOME RUTTED BY TRAFFIC, ERODED BY WATER,

OR SETTLED BELOW THE CORRECT GRADE. AREAS DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION IN

ACCORDANCE WITH THE REQUIREMENTS OF THE NEW WORK.

8. PROVIDE POSITIVE DRAINAGE WITHIN THE CONSTRUCTION AREA FOR THE DURATION OF LAND

DISTURBING ACTIVITIES. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS. MAINTAIN

EXISTING DRAINAGE PATTERNS TO THE EXTENT PRACTICABLE.

9. UNLESS OTHERWISE NOTED, IN UNPAVED AREAS ADJACENT TO THE BUILDING WALL, GRADE

SHALL BE SET 0.152 M BELOW FFE AND SLOPE AWAY FROM THE BUILDING AT A MINIMUM

SLOPE OF 5.0% FOR A MINIMUM DISTANCE OF 3.048 M.

10. ADJUST EXISTING MANHOLE STRUCTURE CASTINGS THAT FALL WITHIN THE GRADING LIMITS

TO THE NEW FINISHED SURFACE GRADE. EXISTING MANHOLE STRUCTURES SHALL BE KEPT

OPERABLE AND FREE OF DEBRIS THROUGHOUT CONSTRUCTION.

11. GRADES WITHIN THE LANDSCAPED AREA SHALL NOT EXCEED 3:1 (HORIZONTAL TO VERTICAL)

AND SHALL HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. GRADED SWALES

MUST HAVE A MINIMUM BOTTOM SLOPE OF 1.0 %.

12. FOLLOWING THE COMPLETION OF FINAL GRADING ACTIVITIES, INSTALL PERMANENT SEEDING, SOD, OR PLANTING IN ACCORDANCE WITH THE EROSION CONTROL PLAN.

1. MAINTAIN AN INSPECTION AND MAINTENANCE PROGRAM FOR EROSION CONTROL BEST

MANAGEMENT PRACTICES (BMPS) USED ON THE PROJECT. THE MAINTENANCE PROGRAM

SHALL REPAIR AND RESTORE ANY OBSERVED DEFICIENCIES WITH THE BMPS.

DOCUMENTATION OF THE INSPECTIONS, THE FINDINGS, AND CORRECTIVE ACTIONS SHALL BE

LOGGED AND RETAINED AT THE JOB SITE FOR THE DURATION OF THE PROJECT.

2. INSTALL AND ESTABLISH EROSION CONTROL BMPS AT THE BEGINNING OF CONSTRUCTION

AND MAINTAIN IN WORKING ORDER FOR THE DURATION OF LAND DISTURBING ACTIVITIES.

REPAIR DAMAGES CAUSED BY SOIL EROSION AND CONSTRUCTION EQUIPMENT AT OR BEFORE

THE END OF EACH WORKING DAY. PROVIDE ADDITIONAL BMPS TO SUPPLEMENT THE ORIGINAL

DESIGN IF NEEDED TO PREVENT SEDIMENT FROM LEAVING THE LIMITS OF CONSTRUCTION

DUE TO UNFORESEEN CONDITIONS.

3. CONDUCT LAND DISTURBING ACTIVITIES SO AS TO MINIMIZE THE SIZE AND DURATION OF THE

WORK AREA EXPOSED AT ONE TIME. MASS CLEARING AND GRADING OF THE ENTIRE SITE

SHOULD BE AVOIDED. STABILIZE AND/OR TEMPORARILY SEED DISTURBED AREAS OF THE SITE

AS SOON AS PRACTICAL FOLLOWING THE COMPLETION OR SUSPENSION OF CONSTRUCTION

ACTIVITY.

4. BMPS SHOWN ON PLAN ARE PROVIDED AS A MINIMUM LEVEL OF PROTECTION AGAINST

EROSION AND SEDIMENT LOSS. CONTRACTOR SHALL ADD, ADJUST, AND MAINTAIN BMPS AS

NEEDED TO PROTECT OFFSITE AREA FROM EXCESS EROSION AND SEDIMENT RUNOFF FROM

THE SITE.

5. PROVIDE INLET PROTECTION FOR EXISTING AND PROPOSED STORM SEWER INLET

STRUCTURES WITHIN CONSTRUCTION LIMITS AND AS SHOWN ON PLAN.

6. PROVIDE PERIMETER EROSION AND SEDIMENT CONTROL SILT FENCE ON DOWNSLOPE AREAS

OF THE SITE, AROUND SOIL STOCKPILE AREAS, AND AS SHOWN ON PLAN.

7. PROVIDE CONCRETE WASHOUT AREA TO CONTROL LIQUID AND SOLID WASTES GENERATED BY

CONCRETE WASHING OPERATIONS. WASHOUT MUST BE CONTAINED IN A LEAK-PROOF

CONTAINMENT FACILITY OR IMPERMEABLE LINER. LIQUID AND SOLID WASTES MUST BE

DISPOSED OF PROPERLY AND IN COMPLIANCE WITH LOCAL REGULATIONS.

8. MAINTAIN EROSION AND SEDIMENT CONTROL BMPS UNTIL PERMANENT FACILITIES ARE

CONSTRUCTED AND FINAL STABILIZATION HAS OCCURRED. CLEAN OUT AND DISPOSE OF

ACCUMULATED SEDIMENT FROM BMPS ONCE THEIR STORAGE CAPACITY HAS BEEN REDUCED

BY HALF OR MORE OFTEN AS SITE CONDITIONS DICTATE.

9. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY

STOPPED SHALL BE PERMANENTLY STABILIZED. REFER TO THE EROSION CONTROL PLAN FOR

SPECIFIED VEGETATIVE COVER.

10. FOLLOWING THE CONCLUSION OF LAND DISTURBING ACTIVITIES AND FINAL STABILIZATION OF

THE SITE, CONTRACTOR SHALL REMOVE THE TEMPORARY EROSION AND SEDIMENT CONTROL

BMPS CLEAN OUT ANY REMAINING SEDIMENT FROM STORM DRAINAGE CONVEYANCES AND

STRUCTURES.

1. COORDINATE INSPECTION AND TESTING FOR UNDERGROUND UTILITIES WITH THE

APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES. COMPLY WITH PROJECT

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS. PERFORM TESTING OF PIPE

UNDER THE SUPERVISION AND TO THE SATISFACTION OF LOCAL AUTHORITIES.

2. REFER TO MECHANICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES INTO THE

BUILDING, INCLUDING THE EXACT LOCATION, SIZE, AND ELEVATION OF THE PIPE

CONNECTIONS. UTILITIES AND CONDUITS, WITH EXCEPTION OF FIRE SERVICE LINES, SHALL

TERMINATE 5-FEET OUTSIDE THE FACE OF THE BUILDING WALL, UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL IDENTIFY, FIELD VERIFY AND COORDINATE THE PROPOSED UTILITY

CROSSINGS IN THE FIELD. REPORT CONFLICTS REQUIRING REDESIGN TO THE ENGINEER AND

OWNER.

4. CONTRACTOR SHALL VERIFY THE STRUCTURAL INTEGRITY OF THE EXISTING SEWER

STRUCTURES AT NEW PIPE TIE-IN LOCATIONS FOLLOWING THE REMOVAL OF EXISTING PIPE

AND/OR CREATION OF NEW PIPE OPENINGS. CONTACT ENGINEER AND OWNER IF THE

EXISTING STRUCTURES APPEAR TO BE STRUCTURALLY UNSTABLE.

5. REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND SURVEY/RECORD PLANS TO

THE ENGINEER.

6. RECONNECT AND REPAIR EXISTING UTILITY SERVICES IMPACTED BY CONSTRUCTION AND NOT

MARKED FOR REMOVAL. REPAIR OF DAMAGED UTILITIES SHALL BE REPORTED TO THE OWNER.

7. INSTALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH AMERICAN

WATERWORKS ASSOCIATION (AWWA) AND NATIONAL FIRE PREVENTION ASSOCIATION (NFPA)

STANDARDS.

8. PROVIDE ANY ADDITIONAL BENDS WITH THRUST BLOCKS AND OTHER APPURTENANCES

REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. PROVIDE A

VERTICAL TIE-DOWN BLOCK FOR A VERTICAL BEND DOWN AND PROVIDE A CRADLE FOR A

VERTICAL BEND UP.

9. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAIN PIPING, ADJUST THE

WATER LINE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S

RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED.

10. REVIEW THE PROPOSED GRADING PLAN, AND PROVIDE ALL WATER AND FIRE SERVICE PIPING

WITH A MINIMUM DEPTH OF COVER OF 1.5 METERS.

11. ADJUST VALVE BOXES AND MANHOLE CASTINGS THAT FALL WITHIN THE LIMITS OF THIS

CONTRACT TO MATCH PROPOSED FINISHED GRADE. KEEP AFFECTED UTILITIES AND THEIR

APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION.

12. 0.15 METER VERTICAL SEPARATION REQUIRED AT ALL UTILITY CROSSINGS. POTABLE WATER

LINES SHALL BE MINIMUM 0.30 METERS ABOVE OR 0.45 METERS BELOW SEWER LINES AT

CROSSINGS. WHERE POTABLE WATER IS LOCATED BELOW OR LESS THAN 0.30 METERS ABOVE

SEWER LINES, SPECIAL CONSTRUCTION PROVISIONS MAY APPLY - REFER TO THE PROJECT

SPECIFICATIONS FOR DETAILS.

1. FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES PRIOR

TO LANDSCAPE INSTALLATION. NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS WITH THE

PROPOSED PLANTING PLAN TO FACILITATE RELOCATION.

2. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM

GRADING, UTILITY INSTALLATION, CONSTRUCTION TRAFFIC, AND STORAGE OF MATERIALS.

INSTALL 1.2 METER HIGH ORANGE PLASTIC SAFETY FENCING AT OR BEYOND THE DRIP LINE

PRIOR TO LAND DISTURBING ACTIVITIES.

3. LANDSCAPE MATERIALS SHALL BE INSTALLED AFTER FINAL GRADING AND HARDSCAPE

CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE QUANTITIES OF ROCK,

MULCH, AND PLANTING SOIL REQUIRED TO COMPLETE THE WORK SHOWN ON THE PLAN IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

LANDSCAPE NOTESEROSION & SEDIMENT CONTROL NOTESUTILITY NOTES

SITE LAYOUT NOTES

1. THE SCOPE OF WORK SHOWN ON THE CIVIL PLANS SHALL BE PERFORMED IN ACCORDANCE

WITH THE REQUIREMENTS OF THE DETAILED PROJECT SPECIFICATIONS AND APPLICABLE

OSHA REGULATIONS.

2. THE DESIGN SHOWN IS BASED ON THE ENGINEER'S UNDERSTANDING OF THE EXISTING SITE

CONDITIONS WITHIN THE PROJECT BOUNDARY. EXISTING INFORMATION SHOWN ON THE CIVIL

PLANS IS BASED UPON A TOPOGRAPHIC SURVEY PREPARED BY (OYO CORPORATION, PACIFIC)

NAHA-SHI, OKINAWA, JAPAN, DATED FEBRUARY 4, 2019.

3. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS, INCLUDING THE LOCATION OF

UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY

DISCREPANCIES AFFECTING THE SCOPE OF WORK.

4. HORIZONTAL AND VERTICAL INFORMATION IS BASED ON THE DATUM UTILIZED IN THE

TOPOGRAPHIC SURVEY. REFER TO SURVEY FOR BENCHMARK INFORMATION.

5. REFER TO THE GEOTECHNICAL EVALUATION REPORT PREPARED BY (OYO CORPORATION,

PACIFIC) NAHA-SHI, OKINAWA, JAPAN, DATED FEBRUARY 4, 2019. FOR INFORMATION ON THE

EXISTING SOIL CONDITIONS, INCLUDING THE LOCATION OF THE SOIL BORINGS.

6. PROTECT PROPERTY CORNERS AND BENCHMARKS WITHIN THE PROJECT BOUNDARY TO THE

EXTENT PRACTICABLE. RELOCATE BENCHMARKS AS NECESSARY WITH A TOLERANCE OF 0.003

VERTICAL METERS.

7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES

SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE

AND ARE GIVEN FOR CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

THEIR ACCURACY.

8. PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL CONTACT

THE LOCAL UTILITY MARKING AUTHORITY (ONE CALL SERVICE) AND COORDINATE WITH THE

RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF THE

AFFECTED UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY

ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES.

9. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO THE START OF LAND

DISTURBING ACTIVITIES.

10. USE TEMPORARY CONSTRUCTION FENCING TO SECURE BUILDING SITE FOR PROTECTION OF

PERSONS AND PROPERTY.

11. MAINTAIN FIRE ACCESS WITHIN 45 METERS OF EXTERIOR AREAS OF BUILDINGS DURING

CONSTRUCTION.

12. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS

REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES PRIOR TO CONSTRUCTION AND BE

RESPONSIBLE FOR ANY ASSOCIATED FEES.

13. WORK LOCATED ON OR BLOCKING A PUBLIC RIGHT-OF-WAY SHALL CONFORM TO APPLICABLE

REQUIREMENTS OF THE LOCAL PUBLIC WORKS DEPARTMENT AND/OR STATE DEPARTMENT OF

TRANSPORTATION. WORK BLOCKING AN ADJACENT PRIVATE DRIVEWAY SHALL BE SUBJECT TO

THE APPROVAL OF THE OWNER.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR

AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,

DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE

NECESSARY. COST SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. BARRICADES SHALL

CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD).

15. ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL ELEMENTS SHOWN ON THE

CIVIL PLANS ARE FOR REFERENCE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS

FOR CONSTRUCTION DETAILS OF THESE ITEMS.

16. DEBRIS AND REFUSE RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED

OFF-SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S EXPENSE.

GENERAL NOTES

1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S

BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR

SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO

ACCOMMODATE THE PROPOSED CONSTRUCTION WHETHER SPECIFICALLY CALLED OUT BY

NOTE OR NOT.

2. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSAL OF EXISTING

SITE IMPROVEMENTS SUCH THAT THE PROPOSED SCOPE OF WORK CAN BE CONSTRUCTED.

FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO

GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PROTECT

EXISTING SITE IMPROVEMENTS WHICH ARE NOT DESIGNATED FOR REMOVAL OR OUTSIDE THE

LIMITS OF CONSTRUCTION BY WHATEVER MEANS ARE REQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND

DISPOSING THE DEBRIS IN A LAWFUL MANNER IN A LOCATION APPROVED BY THE GOVERNING

AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES. THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.

4. EXISTING SEWERS, PIPING, AND OTHER UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS

THE EXACT LOCATION, OR AS THE ONLY UNDERGROUND OBSTACLES THAT MAY OCCUR ON

THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY

ANTICIPATED FEATURES. GIVE NOTICE TO THE APPLICABLE UTILITY COMPANIES REGARDING

REMOVAL OF EXISTING SERVICE LINES, AND CAP IMPACTED LINES BEFORE PROCEEDING WITH

THE WORK.

5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO

BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY

COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE

COORDINATION WITH THE UTILITY COMPANY AS NECESSARY TO PROVIDE A SMOOTH

TRANSITION IN UTILITY SERVICE.

6. REMOVE TOPSOIL WITHIN LIMITS OF CONSTRUCTION AND STOCKPILE ON-SITE FOR EVENTUAL

USE IN NEW TURF AREAS AND LANDSCAPE BEDS. COORDINATE REMOVAL OF EXCESS

TOPSOIL WITH OWNER.

7. DO NOT DISTURB UTILITY SERVICES TO BUILDINGS WHICH REMAIN OPERATIONAL.

COORDINATE OUTAGES WITH UTILITY COMPANY AND OWNER.

8. A DIAMOND EDGE SAWBLADE SHALL BE USED FOR CUTTING PAVEMENT MARKED FOR

REMOVAL. LIMIT PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED.

SAWCUT EXISTING PAVEMENT WHICH ABUTS NEW PAVEMENTS TO PROVIDE A STRAIGHT

VERTICAL EDGE.

9. SALVAGE EXISTING EQUIPMENT AND SITE MATERIAL AS INDICATED. COORDINATE STORAGE

AND REINSTALLATION OF THESE ITEMS WITH THE PLANS AND OWNER.

10. REPAIR DAMAGE TO ANY EXISTING FEATURES NOT INTENDED FOR REMOVAL INCURRED

DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, DAMAGE CAUSED BY

SUBCONTRACTORS. REPAIRS SHALL EQUAL OR EXCEED THE QUALITY OF EXISTING

CONDITIONS.

11. PAVEMENT STRIPING MARKED FOR REMOVAL SHALL BE REMOVED BY WET SAND BLASTING.

ALTERNATIVE METHODS MUST BE APPROVED BY THE OWNER.

12. FOLLOWING REMOVAL OF SEWER PIPING FROM MANHOLES, OPENINGS SHALL BE FILLED WITH

CONCRETE OR GROUT IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS.

13. FIELD VERIFY LOCATION OF EXISTING IRRIGATION LINES AND ASSOCIATED APPURTENANCES

PRIOR TO CONSTRUCTION. REMOVE AND/OR RELOCATE PARTS OF THE IRRIGATION SYSTEMS

THAT CONFLICT WITH PROPOSED CONSTRUCTION PER THE DIRECTION OF THE OWNER.

DEMOLITION NOTES

GRADING NOTES

CIVIL NOTESA3 32 of 385

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M] N 251799.31 E 146592.68 N 251888.68 E 146601.10INSTALL 4" PVC SERVICE PIPE @ 1.0% MINIMUM SLOPE BETWEENTRAILER AND MANHOLE CONNECTION POINT.FIELD LOCATE THE NEAREST SANITARY MANHOLE & DETERMINEBEST PIPE ROUTING BASED ON EXISTING SITE CONDITIONS(SURVEY INFORMATION NOT AVAILABLE).CONFIRM PIPE ROUTE WITH CONTRACTING OFFICERAND BASE CIVIL ENGINEER PRIOR TO INSTALLATION. RESTOREDISTURBED PAVEMENT AND GRASS AREAS IN KIND.

3" PVC C-900 FIRE WATER SERVICE PIPE.FIELD LOCATE THE NEAREST HYDRANT OR ALTERNATIVECONNECTION POINT & DETERMINE BEST PIPE ROUTING BASED ONEXISTING SITE CONDITIONS (SURVEY INFORMATION NOT AVAILABLE).CONFIRM PIPE ROUTE WITH CONTRACTING OFFICER AND BASE CIVILENGINEER PRIOR TO INSTALLATION.

RESTORE DISTURBED PAVEMENT AND GRASS AREAS IN KIND.

FIRE WATER SERVICE ENTRY- REFER TO SPD TRAILER PLANS

FOR CONNECTION DETAILS

SANITARY SEWER SERVICE ENTRY -REFER TO SPD TRAILER PLANS FOR

CONNECTION DETAILS

TO MAIN SERVER ROOMFROM LOWER LEVEL CEILING

SEE SHEET ET 101

(1) 63 MM UNDERGROUND CONDUITWITH 4 STRAND SINGLE MODE FIBERAND 25-PAIR CAT 6 CABLES

CONNECT TO COMMUNICATIONSEQUIPMENT IN THE TRAILER

ON

PARKING

ELECTRICAL RACK FOR SPD TRAILER - REFER

TO ELECTRICAL PLANS FOR DETAIL

UNDERGROUND POWER SERVICE CONDUIT -REFER TO SHEET ES101

OVERHEAD POWER LINES & POLE- REFER TO SHEET ES101

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SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

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JFJ MRR ZRE

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

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APPROVED BY

23 DECEMBER 2019

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TU

N

IT

Y

CA102

SI

TE

L O

C

AT

IO

N

M

AP

N

62.5 0 125 250

SCALE: 1:8,333

62.5A2 SITE LOCATION MAP

REAR GATE

(ALL DELIVERIES)

MAIN GATE

HOSPITAL SITE

(SEE DETAIL AREA D1/CA102)

D1 HOSPITAL SITE LOCATION MAP

CONTRACTOR

LAYDOWN AREA

DENTAL ADDITION

(SEE SHEET CS101) EXISTING HOSPITAL

12.5 0 25 50

SCALE: 1:1,666

12.5

N

CONTRACTOR ACCESS ROUTE

DELIVERY ROUTE

CONTRACTOR TRAILERS

& DUMPSTER AREA

SPD TRAILER AREA

(SEE SHEET CS102)

CONTRACTOR

PARKING CONTRACTOR

ACCESS ROUTE

DELIVERY ROUTE

DELIVERY ROUTE

DMH TOP40.476

DETAIL DRAWING 2

DMH TOP40.492

DETAIL DRAWING 3

EMH

SDx SDx SDx SDx SDx SDx

SMH TOP40.533

DETAIL DRAWING 3

WTM

IN39.43

OUT39.55

IN39.36

OUT39.34

IN39.13

OUT38.97

ENTRANCE HEIGHT

HP300

H P3

HP200

ON

PARKING

B1

40.765

LP

EXHAUST DUCT

EXHAUST DUCT

HP200

LADDER

40.625

PAVEMENT MARKING

40.620

PAVEMENT MARKING

40.607

PAVEMENT MARKING

40.615

PAVEMENT MARKING

40.605

PAVEMENT MARKING

40.604

PAVEMENT MARKING

40.619

PAVEMENT MARKING

40.625

PAVEMENT MARKING

40.605

PAVEMENT MARKING

40.605

PAVEMENT MARKING

40.605

PAVEMENT MARKING

40.600

PAVEMENT MARKING

40.599

PAVEMENT MARKING

40.601

PAVEMENT MARKING

40.599

PAVEMENT MARKING

40.601

PAVEMENT MARKING

40.607

PAVEMENT MARKING

40.614

PAVEMENT MARKING

40.615

PAVEMENT MARKING

40.614

PAVEMENT MARKING

40.617

PAVEMENT MARKING

40.623

PAVEMENT MARKING

EXISTING HOSPITAL

BLDG 99

B40.562

A40.647

Bollard

FH

E

S

W

D

D

A

A

B

C

D

D

D

A

D

D

E

E

F

F

G

G

L

H

I

I

K

K

J

M N

D

A

L H

EPROJECT NO.:

CONSTR. CONTR. NO.

DRAWING NO.

SCALE:

SHEET

D

EP

A R

TM

EN

T O

F

TH

E A

IR

F

O R

C E

A

FM

SA

H

EA

LT

H F

A C

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IT

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S

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IV

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AI

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F O

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E C

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G

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PA

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IF

IC

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

EE

R C

EN

TE

R

DES

SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

H

O

SP

IT

AL

M O

D

ER

N

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

LA

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23 DECEMBER 2019

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CD101

D

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LA

N

N

0.75 0 1.5 3

SCALE: 1:100

0.75

KEYNOTES

A REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING SHRUB/TREE

REMOVE EXISTING CANOPY

PROTECT EXISTING EXHAUST DUCT

B

C

D

EXISTING LOWER LEVEL BUILDING LIMITSE

REMOVE BUILDING OVERHANG - REFER TO ARCHITECTURALF

REMOVE CONCRETE EDGER & SALVAGE ROCK MULCHG

NORTH / TRUE NORTH INDICATOR

CO

S

TREE, DECIDUOUS EXISTING

TREE, GENERIC EXISTING

SANITARY MANHOLE

SANITARY SEWER LIFT STATION

SANITARY CLEANOUT

L

WATER MANHOLE

HYDRANT, FIRE

CATCH BASIN

CATCH BASIN, ROUND

STORM DRAINAGE MANHOLE

CB

CB

W

D

WATER REGULATOR VALVE

FLANGED GATE VALVE

TELEPHONE MANHOLE

COMMUNICATIONS MANHOLE

PIV

WV

C

W

T

TRANSFORMER

PRIMARY ELECTRICAL HANDHOLE

ELECTRICAL MANHOLE

T

E

E

E

TM

UTILITY POLEUP

SITE LIGHTING, SINGLE

TREE, CONIFEROUS EXISTING

SIGN, SINGLE

SIGN, DOUBLE

HANDICAPPED ACCESS SYMBOL

CONTROL POINT

DRAINAGE ARROW

KEYNOTE

GUARDPOST/BOLLARD PLAN

FIRE SUPPRESSION,

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION,

ONE-WAY

FIRE SUPPRESSION, DEPARTMENT

CONNECTION, TWO-WAY SIAMESE

FIRE SUPPRESSION, DEPARTMENT

CONNECTION, SIAMESE FREE

STANDING

PRECAST CONCRETE

PRECAST CONCRETE, MANHOLE,

TRANSFORMER VAULT

ELECTRICAL VAULT

226.73 ELEVATION INDICATOR,

PROPOSED

ELEVATION INDICATOR,

EXISTING

(226.73)

SYMBOLS

A3 DEMOLITION PLAN

REMOVE EXISTING ACCESSIBLE PARKING SIGNH

REMOVE EXISTING CURBI

SAWCUT PAVEMENT, FULL DEPTHJ

SAWCUT SIDEWALK AT NEAREST JOINT

PROTECT EXISTING CURB

K

L

M

N

PROTECT EXISTING LIGHT POLE

PROTECT EXISTING STORM STRUCTURE & LOWER RIM - REFER TO CG101

LEGEND EXISTING REMOVAL

LIMITS OF CONSTRUCTION

BUILDING

MAJOR CONTOUR 100

MINOR CONTOUR 101

STORM SEWER

SANITARY SEWER

DOMESTIC WATER MAIN

FIRE WATER MAIN

COMMUNICATIONS

FIBER OPTIC

NATURAL GAS

CONCRETE CURB

POWER

CONCRETE SIDEWALK

ASPHALT PAVEMENT

REMOVE EXISTING TREE/SHRUB

MAJOR CONTOUR 100

MINOR CONTOUR 101

REMOVE LANDSCAPING & SOIL TO

EXISTING UNDERGROUND BUILDING

RELOCATE EXISTING ACCESSIBLE

PARKING SIGN

SAWCUT

WTM

ON

PARKING

LP

EXISTING HOSPITAL

BLDG 99

Bollard

FH

E

S

S

W

D

D

PR

OP

OS

ED

A

DD

IT

IO

N

FF

E=

.68 0 [

M]

ON

PARKING

A

BC

C

A

B

E

E

E

F E

E

N 2517.99 E 1465.93

N 767.758 E 446.841

G

K

A

J

H

D

D

D

D

B

E

K

CONTROL POINTS SUMMARY TABLE

(BASED ON WGS84 UTM 54N DATUM)

No.

COORDINATES

N E

201 4504419.584 530488.144

202 4504481.460 530690.647

301 4504451.762 530531.061

302 4504457.368 530586.904

303 4504385.378 530687.850

304 4504424.589 530703.816

CONTROL POINTS SUMMARY TABLE

(BASED ON JGD2011 ZONE10 DATUM)

No.

COORDINATES ELEVATION

N E

201 76756.570 44583.952 41.632

202 76818.850 44786.401 40.374

301 76788.840 44626.821 40.841

302 76794.554 44682.671 40.630

303 76722.733 44783.785 40.380

304 76761.986 44799.682 40.525

EPROJECT NO.:

CONSTR. CONTR. NO.

DRAWING NO.

SCALE:

SHEET

D

EP

A R

TM

EN

T O

F

TH

E A

IR

F

O R

C E

A

FM

SA

H

EA

LT

H F

A C

IL

IT

IE

S

D

IV

IS

IO

N

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

PA

C

IF

IC

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

EE

R C

EN

TE

R

DES

SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

H

O

SP

IT

AL

M O

D

ER

N

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A

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

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APPROVED BY

23 DECEMBER 2019

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CS101

SI

TE

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LA

N

N

0.75 0 1.5 3

SCALE: 1:100

0.75

KEYNOTES

A ENTRY DOOR & STOOP - REFER TO ARCHITECTURAL SHEET AE101A

CONCRETE SIDEWALK - REFER TO DETAIL D1 / SHEET CK501

EXISTING LOWER LEVEL BUILDING LIMITS

B

C

LEGEND EXISTING PROPOSED

LIMITS OF CONSTRUCTION

BUILDING

MAJOR CONTOUR 100

MINOR CONTOUR 101

STORM SEWER

SANITARY SEWER

DOMESTIC WATER MAIN

FIRE WATER MAIN

COMMUNICATIONS

FIBER OPTIC

NATURAL GAS

CONCRETE CURB

ASPHALT PAVEMENT

CONCRETE SIDEWALK

TIP OUT CURB & GUTTER

POWER

LANDSCAPE ROCK & CONCRETE EDGER - MATCH EXISTINGD

A3 SITE PLAN

SIDEWALK EXPANSION JOINT - REFER TO DETAIL B4 / SHEET CK501E

SIDEWALK JOINT

ACCESSIBLE PEDESTRIAN RAMP - REFER TO DETAIL A3 / SHEET CK501F

HANDICAP ACCESSIBLE PARKING SIGN - REFER TO DETAIL B1 / SHEET CK501G

D1 CONTROL POINT TABLES

PAINTED WHITE HANDICAP PARKING SYMBOL - REFER TO DETAIL B5 / SHEET CK501H

SOD

CONCRETE SIDEWALK WITH SNOWMELT SYSTEM

J

K

PAINTED WHITE CROSS-HATCH LOADING AREA - REFER TO DETAIL C3 / CK501

CONCRETE CURB & GUTTER - REFER TO DETAIL D3 / CK501

LANDSCAPE ROCK & EDGER

SPD TRAILER

WV

DMH TOP40.421

TMH

ENTRANCE HEIGHT

ON

PARKING

VP100

HP200

FH

D

W

T

EXISTING HOSPITAL

BLDG 99

INSTALL 4" PVC SERVICE PIPE @ 1.0% MINIMUM SLOPE BETWEEN

TRAILER AND MANHOLE CONNECTION POINT.

FIELD LOCATE THE NEAREST SANITARY MANHOLE & DETERMINE

BEST PIPE ROUTING BASED ON EXISTING SITE CONDITIONS

(SURVEY INFORMATION NOT AVAILABLE).

CONFIRM PIPE ROUTE WITH CONTRACTING OFFICER

AND BASE CIVIL ENGINEER PRIOR TO INSTALLATION. RESTORE

DISTURBED PAVEMENT AND GRASS AREAS IN KIND.

3" PVC C-900 FIRE WATER SERVICE PIPE.

FIELD LOCATE THE NEAREST HYDRANT OR ALTERNATIVE

CONNECTION POINT & DETERMINE BEST PIPE ROUTING BASED ON

EXISTING SITE CONDITIONS (SURVEY INFORMATION NOT AVAILABLE).

CONFIRM PIPE ROUTE WITH CONTRACTING OFFICER AND BASE CIVIL

ENGINEER PRIOR TO INSTALLATION.

RESTORE DISTURBED PAVEMENT AND GRASS AREAS IN KIND.

FIRE WATER SERVICE ENTRY

- REFER TO SPD TRAILER PLANS

FOR CONNECTION DETAILS

SANITARY SEWER SERVICE ENTRY -

REFER TO SPD TRAILER PLANS FOR

CONNECTION DETAILS

TO MAIN SERVER ROOM

FROM LOWER LEVEL CEILING

SEE SHEET ET 101

(1) 63 MM UNDERGROUND CONDUIT

WITH 4 STRAND SINGLE MODE FIBER

AND 25-PAIR CAT 6 CABLES

CONNECT TO COMMUNICATIONS

EQUIPMENT IN THE TRAILER

ELECTRICAL RACK FOR SPD TRAILER - REFER

TO ELECTRICAL PLANS FOR DETAIL

UNDERGROUND POWER SERVICE CONDUIT -

REFER TO SHEET ES101

OVERHEAD POWER LINES & POLE

- REFER TO SHEET ES101

EPROJECT NO.:

CONSTR. CONTR. NO.

DRAWING NO.

SCALE:

SHEET

D

EP

A R

TM

EN

T O

F

TH

E A

IR

F

O R

C E

A

FM

SA

H

EA

LT

H F

A C

IL

IT

IE

S

D

IV

IS

IO

N

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

PA

C

IF

IC

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

EE

R C

EN

TE

R

DES

SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

H

O

SP

IT

AL

M O

D

ER

N

IZ

AT

IO

N M

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A

AI

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AS

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

LA

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N o:

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APPROVED BY

23 DECEMBER 2019

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LEGEND EXISTING PROPOSED

LIMITS OF CONSTRUCTION

BUILDING

MAJOR CONTOUR 100

MINOR CONTOUR 101

STORM SEWER

SANITARY SEWER

DOMESTIC WATER MAIN

FIRE WATER MAIN

COMMUNICATIONS

FIBER OPTIC

NATURAL GAS

CURB & GUTTER

ASPHALT PAVEMENT

CONCRETE SIDEWALK

TIP OUT CURB & GUTTER

UNDERGROUND POWER

A3 SPD TRAILER SITE PLAN

SIDEWALK CONTRACTION JOINT

NOTES:

1. MOBILE SPD TRAILER TO BE PROVIDED BY IOT CONTRACTOR. ALL OTHER

WORK RELATED TO INFRASTRUCTURE OF THE TRAILER, INCLUDING UTILITIES,

SITE WORK, CONSTRUCTION OF COVERED WALKWAY AND RAMP/STAIRS, ETC.

TO BE PROVIDED BY GENERAL CONTRACTOR.

2. UTILITY CONNECTIONS ARE SHOWN BASED ON AVAILABLE AS-BUILT AND

RECORD PLAN INFORMATION - CONTRACTOR SHALL CONFIRM THE EXACT

ROUTING OF THE PROPOSED SPD TRAILER UTILITY SERVICES IN THE FIELD.

3. ONCE THE SPD TRAILER IS DECOMMISSIONED, THE CONTRACTOR SHALL

REMOVE OR PROPERLY CAP & ABANDON THE UTILITY SERVICE PIPING PER THE

DIRECTION OF THE BASE CIVIL ENGINEER.

4. AT THE COMPLETION OF THE PROJECT, CONTRACTOR IS RESPONSIBLE FOR

RESTORATION OF AREAS IMPACTED BY THE SPD TRAILER TO THEIR ORIGINAL

CONDITION. THIS INCLUDES BUT IS NOT LIMITED TO THE PARKING LOT, CURB,

SIDEWALK & LANDSCAPED AREAS.

OVERHEAD POWER

0.75 0 1.5 3

SCALE: 1:100

0.75

42.356

41.765

41.448

40.617

40.477

40.667

40.483

40.603

40.636

40.574

40.520

40.575

40.542

40.554

40.483

40.508

40.616

40.457

40.525

40.500

40.496

40.478

40.435

40.507

40.741

40.656

40.682

40.597

40.639

40.605

40.594

40.479

40.486

40.482

40.827

40.728

40.496

40.589

40.708

40.719

40.688

40.693

40.697

40.598

40.562

40.626

40.594

40.679 40.682

SDx SDx SDx SDx SDx

ON

PARKING

40.430

40.527

40.508

40.448

EXISTING HOSPITAL

BLDG 99

Bollard

E

S

W

D

D

PR

OP

OS

ED

A

DD

IT

IO

N

FF

E=

.68 0 [

M]

A

40.680

40.640

40.680

40.680

40.375

40.404

40.384

40.413

ON

PARKING

40.580

40.670

40.670

40.670

40.670

40.605

40.580

40.605

MATCH EXISTING

SIDEWALK ELEV=40.47±

MATCH EXISTING

PAVEMENT

ADJUST MH COVER

TO MATCH PROPOSED SIDEWALK

ELEV=40.396

PROPOSED ELECTRICAL CONDUIT -

REFER TO SHEET EP503

40.656

40.632

MATCH EXISTING

SIDEWALK ELEV=40.70±

40.525

40.549

40.549

40.584 40.608

40.668

40.680

B

E

E

E

E

D

EPROJECT NO.:

CONSTR. CONTR. NO.

DRAWING NO.

SCALE:

SHEET

D

EP

A R

TM

EN

T O

F

TH

E A

IR

F

O R

C E

A

FM

SA

H

EA

LT

H F

A C

IL

IT

IE

S

D

IV

IS

IO

N

AI

R

F O

R C

E C

IV

IL

E N

G

IN

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C

EN

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PA

C

IF

IC

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

EE

R C

EN

TE

R

DES

SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

H

O

SP

IT

AL

M O

D

ER

N

IZ

AT

IO

N M

IS

AW

A

AI

R B

AS

E, J

AP

AN

IS

SU

ED

F

OR

C

ON

ST

RU

CT

IO

N

JFJ MRR ZRE

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

LA

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P ro je ct

N o:

-1

-0

SY

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D

ES

C R

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APPROVED BY

23 DECEMBER 2019

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G R

AD

IN

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O

SI

O

N C

O N

TR

O

L

PL

AN

N

0.75 0 1.5 3

SCALE: 1:100

0.75

KEYNOTES

A DROP INLET PROTECTION - REFER TO DETAIL B3 / SHEET CK501

EXISTING LOWER LEVEL BUILDING LIMITSB

LEGEND EXISTING PROPOSED

LIMITS OF CONSTRUCTION

BUILDING

MAJOR CONTOUR 100

MINOR CONTOUR 101

STORM SEWER

SANITARY SEWER

DOMESTIC WATER MAIN

FIRE WATER MAIN

COMMUNICATIONS

FIBER OPTIC

NATURAL GAS

CONCRETE CURB

ASPHALT PAVEMENT

CONCRETE SIDEWALK

TIP OUT CURB & GUTTER

POWER

NOT USEDC

A3 GRADING PLAN

INSTALL SILT FENCE - REFER TO DETAIL A1 / SHEET CK501D

MAINTAIN MAX CROSS SLOPE OF 2% ON SIDEWALK

- REFER TO DETAIL D1 / SHEET CK501E

SILT FENCE

EPROJECT NO.:

CONSTR. CONTR. NO.

DRAWING NO.

SCALE:

SHEET

D

EP

A R

TM

EN

T O

F

TH

E A

IR

F

O R

C E

A

FM

SA

H

EA

LT

H F

A C

IL

IT

IE

S

D

IV

IS

IO

N

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

PA

C

IF

IC

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

EE

R C

EN

TE

R

DES

SUBMITTAL DATE

DRW CHK

ACTIVITY

FOR COMMANDER AFCEC

APPROVED

D D

C

B

A

54321

A

C

1 2 3 4 5

B

DRAWFORM

REVISION:

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

IF SHEET MEASURES LESS THAN 594 X 841 mm. IT IS A

REDUCED SIZE PRINT. REDUCE SCALE ACCORDINGLY

A/E INFO

SEAL

FA8903-15-D-0004 TO: 18-F-0072

FY

H

O

SP

IT

AL

M O

D

ER

N

IZ

AT

IO

N M

IS

AW

A

AI

R B

AS

E, J

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

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23 DECEMBER 2019

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0.1 2 M

D1 CONCRETE SIDEWALK

NO SCALESCALE:

FINISH GRADE

FINISH GRADE

0.01 SEALED EXP

JT @ WALL OR

CURB

1% SLOPE MIN.

2% SLOPE MAX.

VARIES SEE PLAN

EXISTING CURB AND GUTTER

APPROVED SUBGRADE

0.10 M AGGREGATE

BASE

0.0 1 M

T O

0.0 2 M

FINISHED GRADE

EXISTING HANDICAPPED ACCESSIBLE SIGN

1.5 M

0.3 M

CONCRETE

0.1 M

EXISTING SCHEDULE 40 STEEL PIPE

SLOPE

CONCRETE

TO DRAIN

EXISTING STEEL POST

0.02 M

8.33% MAX. SLOPE

(UNLESS OTHERWISE NOTED)

NOTE: DOMES TO BE CAST IRON OR

PRECAST CONCRETE

0.12 M MIN. THICKNESS

0.00 M CURB FACE

NON-BITUMINOUS EXPANSION JOINT

AND SEALER

CLEAR SPACE

SIDEWALK 2% MAX.

SLOPE

A3 ACCESSIBLE RAMP AT CURB

NO SCALESCALE:

B1 HANDICAP ACCESSIBLE PARKING SIGN

SCALE: NO SCALE

GEOTEXTILE FABRIC

OVERFLOW BYPASS FOR PEAK

STORM VOLUMES

RETRIEVAL STRAP

ADAPTOR SKIRT

TRIM TO WITHIN

3" - 5" OF GRATE

SEDIMENT

ACCUMULATION

INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A

NEW CATCH BASIN.

SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL .

SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND

RE-INSERTING IT INTO THE CATCH BASIN.

1.

2.

3.

NOTES

A2 GEOTEXTILE DROP INLET PROTECTION

NO SCALESCALE:

NON-BITUMINOUS

EXPANSION JOINT AND

SEALER

0.006 M R

TOOLED CONTROL JOINT

B4 SIDEWALK JOINTS

NO SCALESCALE:

CURBS. WALLS AND OTHER STRUCTURES AND AS SHOWN

MAXIMUM SPACING 60'-0". USE AT ABUTTING BUILDINGS,

0.006 M R

JOINT SEALER

NON-BITUMINOUS JOINT FILLER

EXPANSION JOINT

PROVIDE REINFORCEMENT

WWF6x6-W2.9xW2.9

1.5 M

0.4 6 M

5°

23°

0.101 M WIDE STRIPE

AS REQUIRED

(SOLID FILL - OUTLINE

SHOWN)

AISLE END OF

PARKING STALL

L OF PARKING SPACEC

B5 ACCESSIBLE STALL PAVEMENT SYMBOL

NO SCALESCALE:

0.305 M

0.

M

2% M

AX

8.33% MAX.

2% M

AX

2% M

AX

8.33% MAX.

4'

SIDEWALK SIDEWALK

CROSSWALK

6' TYP.

6' 6'

6" WHITE STRIPING (TYP.)

0" CURB

FACE

FRONT

EDGE OF

WALK

TRUNCATED

DOMES

4" R

2" R

24"

1" R

24"

1" R

6"

4" R

FLOW

4" R

7"

0.305 M SCARIFIED AND

RECOMPACTED

SUBGRADE

FLOW

4" R2" R

6" 1V:1H 6" 1V:1H

COMPACTED

SUBGRADE

FLOWLINE USED

ON PLANS

FLOWLINE USED

ON PLANS

ASPHALT

PAVEMENT

0.305 M SCARIFIED AND

RECOMPACTED

SUBGRADE

STANDARD CURB AND GUTTER DRY CURB AND GUTTER

1V:1H 1V:1H

NOTE:

EXTEND AGGREGATE BASE FROM PAVEMENT SECTION

UNDERNEATH CURB AND GUTTER AS SHOWN.

NOTE:

EXTEND AGGREGATE BASE FROM PAVEMENT SECTION

UNDERNEATH CURB AND GUTTER AS SHOWN.

ASPHALT

PAVEMENT

TRENCH

(BACKFILLED)

WOVEN WIRE

SUPPORT

(IF USED)

WOOD FENCE POSTS

(MAX. 8' SPACING)

RECOMMENDED TOE-IN

METHOD

NOTES:

1. WOOD POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT

ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

2. SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER SO

THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE

LINE OF FLOW.

3. THE TRENCH SHOULD BE A MINIMUM OF 0.152 M DEEP AND 0.076 M WIDE TO ALLOW FOR

THE SILT FENCE TO BE PLACED IN THE GROUND AND BACKFILLED.

4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH WOOD SUPPORT POST OR TO

WOVEN WIRE WHICH IS IN TURN ATTACHED TO THE WOOD FENCE POSTS.

5. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE

PROMPTLY AS NEEDED.

6. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS SO AS NOT TO

BLOCK OF IMPEDE STORM FLOW OR DRAINAGE.

7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE UNIFORMLY DISTRIBUTED ON THE

SOURCE AREA PRIOR TO TOPSOILING.

FLOW

SILT

FENCE

NOTE: L IS DIMENSION SHOWN ON

LAYOUT SHEETS FOR PARKING

STALLS AND ACCESSIBLE RAMPS.

0.102 M WIDE STRIPE (MIN.) (TYP)

0.152 M MAX.

L LC C

C

W=1.524 M TYPICAL SPACE (TYP.)

W=2.438 M FOR VAN ACCESSIBLE SPACE (TYP.)

STRIPING 2' O.C. (TYP.)

ACCESSIBLE

RAMP

8' PARKING STALL

HANDICAP PAVEMENT SYMBOL

CURB & GUTTER

ACCESSIBLE SIGN

0.152 M WIDE WHITE STRIPE (TYP.)

0.102 M WIDE STRIPE (MIN.)

45°

A1 GEOTEXTILE DROP INLET PROTECTION

NO SCALESCALE:

C3 TYPICAL ACCESSIBLE STALL LAYOUT

SCALE: NO SCALE

COMPACTED

SUBGRADE

D3 CONCRETE CURB & GUTTER

NO SCALESCALE: