Amendment_1_-_Bldg_2319_BOT_-_Plans.pdf

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E.O.P.

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Asphalt Sidewalk

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Gate

A/C Unit

On Conc. Pad

With Canopy

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A/C Unit

On Conc. Pad

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Cross Walk

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Rim=115.53'

(6" CIP) a. Inv.=113.03'

(6" PVC) b. Inv.=112.83'

Electrical

Equipment

On Conc. Pad

Conc. Riser

5' Dia.

Conc.

Pad

D

A/C Unit

On Conc. Pad

Roof Peak

Elev.=136.47'

Finished Floor

Elev.=115.81'

Roof Peak

Elev.=147.75'

Roof Peak

Elev.=137.41'

Finished Floor

Elev.=116.48'

Roof Peak

Elev.=162.55'

Finished Floor

Elev.=115.75'

Building #

KC-10 Flight

Simulator

Addition

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Conc. Sidewalk

Asphalt Parking Lot

Grass

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Finished Floor

Elev.=115.86'

A/C Unit

On Conc. Pad

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Conc. S idewalk

Transformer

On Conc. Pad

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Conc. Curb

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Conc. Curb

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BM 1

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A/C Units

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1' Diameter Conc.

Old Sign Base

(Typ.)

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Conc. Gutter

Asphalt Parking Lot

Conc. Curb

G ra ss

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Conc. Riser

5' Dia.

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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DRAWING C-001.

B. ALL DEMOLITION ACTIVITIES ARE TO BE COORDINATED WITH WORK

PERFORMED INSIDE BUILDINGS AND CONSTRUCTION OF NEW BUILDING

ADDITION TO ALLOW ADEQUATE AND SAFE ACCESS FOR WORKERS,

EQUIPMENT, AND MATERIALS TO AND FROM THESE BUILDINGS.

C. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF BASE OR SITE AS DIRECTED BY CONTRACTING

OFFICER.

D. CONTRACTOR SHALL COORDINATE LIMITS OF PAVEMENT, CURB, GUTTER,

AND SIDEWALK REMOVAL WITH PROPOSED PAVEMENT ON SITE LAYOUT

PLAN.

E. SIDEWALK DESIGNATED FOR DEMOLITION SHALL BE REMOVED AT EXISTING

CONTROL JOINTS AND/OR EXPANSION JOINTS. SAW CUT FULL DEPTH OF

CONCRETE. THICKNESS OF SIDEWALK TO BE VERIFIED BY CONTRACTOR.

F. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY

SUBBASE MATERIAL PRESENT. EXISTING PAVEMENT CONSISTS OF HOT MIX

ASPHALT. PAVING SECTION THICKNESSES VARY. CONTRACTOR TO VERIFY

EXISTING SECTION.

G. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

H. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 FUEL LINE DURING

CONSTRUCTION. EXCAVATION SHALL BE DONE BY HAND IN THE VICINITY OF

THIS PIPELINE.

I. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR

EXCAVATED SOILS THOUGHT TO CONTAIN PETROLEUM-BASED /

CONTAMINATED / HAZARDOUS SUBSTANCES. SEE GENERAL NOTES ON

DRAWING C-001.

GENERAL SHEET NOTES

20' 40'0

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FOR CONSTRUCTION

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1. EXISTING BUILDING, PROTECT IN PLACE, U.N.O.. SEE ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR DEMOLITION AND CHANGES.

2. SAW CUT AND REMOVE CONCRETE CURB, FULL DEPTH.

3. SAW CUT AND REMOVE ASPHALT PAVEMENT, FULL DEPTH.

4. SAW CUT AND REMOVE CONCRETE SIDEWALK, FULL DEPTH.

5. EXISTING CONCRETE CURB, PROTECT IN PLACE.

6. REMOVE AND RELOCATE SIDEWALK LIGHT AND CONCRETE BASE, SEE

DRAWINGS ED101 AND ES101.

7. EXISTING STORM DRAIN MANHOLE AND/OR INLET, PROTECT IN PLACE.

8. EXST TREE, PROTECT IN PLACE, TYP FOR ALL TREES.

9. EXISTING HIGH TEMPERATURE HOT WATER, PROTECT IN PLACE, U.N.O.

10. EXISTING SUBDRAIN PIPE AND SUBDRAIN CLEAN OUT, PROTECT IN PLACE.

REMOVE AND REPLACE WHERE INDICATED TO ALLOW INSTALLATION OF NEW

STORM DRAIN PIPE.

11. EXISTING STORM DRAIN PIPE, PROTECT IN PLACE.

12. EXISTING ELECTRICAL / TELECOMMUNICATIONS, PROTECT IN PLACE, U.N.O.

13. REMOVE EXISTING NATURAL GAS AS SHOWN. CAP ABANDONED PIPES

WHERE INDICATED. REROUTE NATURAL GAS AROUND NEW BUILDING AS

SHOWN ON DRAWING CU100.

14. REMOVE EXISTING HIGH TEMPERATURE HOT WATER SUPPLY AND RETURN

LINES UNDER NEW BUILDING TO A MINIMUM OF 5 FEET FROM EDGE OF

FOUNDATION. CAP REMAINING ENDS AND ABANDON PIPES IN PLACE.

15. REMOVE EXISTING STORM DRAIN AND DOWNSPOUT CONNECTIONS.

16. EXISTING P.O.L., PROTECT IN PLACE, SEE NOTE H.

17. EXISTING TELECOMMUNICATION MANHOLE, PROTECT IN PLACE.

18. EXISTING HOT WATER MANHOLE AND VENT STACK, PROTECT IN PLACE.

19. EXISTING NATURAL GAS UTILITY, PROTECT IN PLACE, U.N.O

20. EXISTING CATHODIC PROTECTION TEST STATION, PROTECT IN PLACE.

21. EXISTING PARKING LIGHT WITH CONCRETE BASE, PROTECT IN PLACE.

22. EXISTING ASPHALT PAVEMENT, PROTECT IN PLACE, U.N.O.

SHEET KEYNOTES

REMOVE ASPHALT

REMOVE CONCRETE CURB

REMOVE CONCRETE SIDEWALK

REMOVE UTILITY, SEE NOTES

REMOVE AND RESET BOLLARD

SHEET LEGEND

XXXX

LIMIT OF DEMOLITION

ABANDON UTILITY, SEE NOTES

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#2319 ADDITION

SEE DWG S-101

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Asphalt Sidewalk

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Electrical

Equipment

On Conc. Pad

Conc.

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Roof Peak

Elev.=136.47'

Finished Floor

Elev.=115.81'

Roof Peak

Elev.=147.75'

Roof Peak

Elev.=137.41'

Finished Floor

Elev.=116.48'

Roof Peak

Elev.=162.55'

Finished Floor

Elev.=115.75'

Building #

KC-10 Flight

Simulator

Addition

S i d e w a l k

Conc. Sidewalk

Asphalt Parking Lot

E

Finished Floor

Elev.=115.86'

Conc. S idewalk

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Asphalt Parking Lot

Building #

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FF=115.86'

N 436492.13

E 466445.49

N 436474.59

E 466449.53

N 436457.15

E 466373.81

N 436572.30

E 466345.80

R3' TYP.

N 436596.00

E 466340.09

N 436611.94

E 466408.66

20'

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L1

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*REPRESENTS FACE OF CURB

CURB LINE AND CURVE TABLE

C1

L1

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LENGTH

15.71'

3.52'

9.46'

64.03'

RADIUS

10.00'

DIRECTION / DELTA

090°00'00"

S13°19'14"E

N76°40'46"E

S13°19'14"E

START NORTHING EASTING

N 436581.46

E 466385.12

N 436582.70

E 466375.10

N 436579.28

E 466375.91

N 436574.03

E 466397.16

END NORTHING EASTING

N 436574.03

E 466397.16

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E 466375.91

N 436581.46

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N 436511.72

E 466411.91

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20' 40'0

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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG

C-001.

B. NEW ASPHALT PAVEMENT SECTION SHALL MEET MINIMUM DESIGN

THICKNESS AS INDICATED OR MATCH EXISTING ASPHALT

PAVEMENT THICKNESS, WHICH EVER IS THICKER.

C. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE

DISTURBED DURING CONSTRUCTION, NOT IDENTIFIED TO BE

DEMOLISHED, SHALL BE RESTORED TO EXISTING CONDITIONS OR

BETTER SUBJECT TO THE APPROVAL OF THE OWNER.

D. POSITIVE DRAINAGE AWAY FROM BUILDINGS SHALL BE MAINTAINED.

E. INSTALL PARKING LOT STRIPING WHERE INDICATED, AS SPECIFIED.

RESTRIPE ALL EXISTING PARKING LOT STRIPING DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES.

F. FOR PARKING LOT LIGHTING AND WALKWAY LIGHTING SEE DWG

ES101.

G. CONCRETE SIDEWALKS SHALL HAVE CROSS SLOPE OF 2%, AWAY

FROM THE BUILDING. CONTROL JOINTS SHALL BE INSTALLED PER

DETAIL.

H. PARKING STALL COUNTS:

BUILDING 2319:

EXISTING = 57 STALLS

PROPOSED = 35 STALLS

TOTAL REMOVED = 22 STALLS

I. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT PAVED, AS SPECIFIED.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONSTRUCT 6" CONCRETE CURB, SEE DETAIL F1 DWG C-502.

2. CONSTRUCT CONCRETE SIDEWALK, SEE DETAIL F8 DWG C-501.

SEE EXPANSION / CONTRACTION JOINT DETAIL F4 DWG C-502.

3. TRANSITION 6" CURB TO 0" OVER 6'.

4. TIE INTO EXISTING CURB.

5. TIE INTO EXISTING WALK.

6. PAINTED STRIPING, 4" WHITE 2' O.C., AS SHOWN.

7. PAINTED 4" WHITE PARKING STRIPE.

8. PROVIDE NO PARKING LOADING ZONE (DOUBLE ARROW) SIGN,

R7-6D. STYLE TO MATCH BASE INSTALLATION STANDARDS IF

APPLICABLE. FOR MOUNTING SEE DETAIL D4 ON DWG C-502.

9. BOLLARD TYP. OF 4 AT EQUIPMENT DOORS. SEE DETAIL D8 DWG

C-502.

10. BOLLARD LUMINAIRE, SEE ELECTRICAL DWG ES101.

11. TIE INTO EXISTING ASPHALT, SEE DETAIL D1 DWG C-501.

12. NEW ASPHALT PAVEMENT SEE DETAIL F4 DWG C-501.

13. CONCRETE PAVEMENT SEE LAYOUT AND GRADING DETAIL B1 DWG

C-503.

14. CONCRETE PAD, SEE DWG MH402.

15. PROVIDE NO PARKING FIRE LANE (DOUBLE ARROW) SIGN, R8-31D.

STYLE TO MATCH BASE INSTALLATION STANDARDS IF APPLICABLE.

FOR MOUNTING, SEE DETAIL D4 ON DWG C-502.

SHEET LEGEND

ASPHALT PAVEMENT

CONCRETE SIDEWALK

TOPSOIL AND SEED

CURB, SEE DETAILS.

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