CCR_721_-_Demolish_Shuttle_Support_Facilities_-_PH-3_small-optimized.pdf

National Aeronautics and

Space Adininistration

ARMSTRONG FLIGHT RESEARCH CENTER

PROJECT TI1lLE: AREA 13

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A,REA OF DEMOLiTIOt<

SAWCIJT LINE -ALL SAWCUTS SHALL

BE A CLEAN STRAIGHT LINE AND

INCLUDE AN AREA LARGE ENOUGH

TO FACILITATE DEMO WORK

UTILITY TO BE EXCAVATED AND

REMOVED

NEW UTILITY LINE

PIPE CAP

AREA TO RECEIVE (N)

CONCRETE

AREA TO RECEIVE (N) ASPHALT

PAVEMENT

COMPRESSED AIR LINE

EX IST. ELECTRICAL LINE

EXIST. FIRE WATER LINE

EXIST. NAT. GAS LlfJE

EX IST. SEWER LINE

EX IST. STORM DRAIN

EX IST. COMMUNICATIONS LII< E

EX IST. DOMESTIC WATER LIN E

EXIST. V~.LVE

AIR CONDITIONII<G

DET.I\ IL REFEREr~CE

~ DETAIL NUMBER

~td_.,- SHEET DE'IAIL IS SHOWN ON

~, SHEET(S) FROM WHICH

...__ DETAIL IS REFERENCED

r - , - - - - - , - mMITlli'E - - -

C-5

AREA 7

~~-C-5

AREA9

C-3 .,N312Y

SU3. 2i:! ASBESTOS CONTAJNING MATERIAL ASBESTOS CEMENT PIPE (TRANSiTE)

ABOVE FIN ISHED FLOOR 1 ~·~ ::~===--::::=::::::::-~~

Cft.ST IRON PIPE

CIRCUIT

COIHRACTING OFFICER

COMMUNICATIONS

CONTROL JO ifJT

CONTRACTING OFFICERS

REPRESENTATIVE

COPPER PIPE IN FIBERGLASS ,JACKET

DUCTILE IRON PIPE

EX ISTING

EXPANSION JOINT

FIRE DEPART~~ENT

FIRE HYDRANT

FLOWLINE

GOV'T FURNISHED EQUIPMENT

GOVERNMENT

MOTOR CONTROL CENTER

MANUFACTURERS

NEW

NOT IN CONTRACT

POINT OF CONNECTION

POLYVINYL CH LORIDE

RIGID GALVAN IZED STEEL

TOP OF CURB

TOP OF CONCRETE

TOP OF WALL

UNLESS NOTED OTHERWISE

TRANSFORMER

WEft.KENED JOINT

POINT OF CON NECTION (P.O.C.)

POINT OF DEMOLITION (P.O.D.)

FLOWLINE

JER~!ll_l! ~L , _ _ . _ _ _ . _ . _ _ . _ . _

NORTH

AR~1STRO ~,JC FLIGHT RESEARCH

/viAl r\J CO /vi P LEX SITE PLAN

SCALE: 1" = 400'

400' 800'

PHAS I ~JG NOTES

1. ALL WORK SHALL BE PHASED .AND SCHEDULED TO MINI~11ZE IMPACT TO CENTER OPERATIONS AND ALLOW FOR VEHICLE AND PEDESTRIAN ACCESS TO ALL AREAS OF THE CHITER AT ALL TillES. AREA/ROAD CLOSURES AND UTILITY OUTAGES SHALL BE CLOSELY COORDINATED WITH THE GO'I'T AND SUBMITTED IN ACCORDANCE WITH DIVISION I OF THE SPECIFICATIONS.

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C-5 I

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AREA I:6

F CEr~TER

APPROVAL DATE

DATE: Jun 29,2017 3:03pm XREFS: 2008 Aerial Survey IMAGES: B4805.iPg B4843.jpg B4874.jpg B4887.jpg B4985.jpg 1MG_0697.JPG IMG_0698.JPG IMG_0699.JPG IMG 0700.JPG IMG_0701.JPG IMG 0702.JPG IMG 0703 .JPG IMG_0706.JPG IMG_0707 .JPG IMG 0708.JPG IMG_0709.JPG NB106 {AC L\FT HYDRAULIC CONTROLS).JPG NB207 (TIP TANKSTORAGE).JPG NB213 {4826 HAZMAT STORAGE).JPG T-20.jpg

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DRAWING TITLE

PROJECT TITLE

I

I

DR.AWI~,JC 11\J DEX

SHl TRl-\DE

SHEET TITLE NO. SHT. NO.

1 T-1 TITLE .1\ND I~JDEX SHEET

2 C-1 DEMOLITION/RESTORATIOi\J PLANS-AREAS 1-2

3 C-2 RESTOR.!\ TION PLAI~ - AREA 1

4 C-3 DEMOLITION/RESTORATION PLAI~-A.REA 3

5 C-4 DEMOLITION /RESTORATION PLANS-AREAS 4-5

6 C-5 DEMOLITION/RESTORATION PLANS-AREAS 6-1 1

' C-6 DEMOLITION/RESTORATION PLAi~S-AREAS 12-15 I

8 C-7 DETAILS

9 C-8 DETAILS

10 C-9 PHOTOS

11 C-1 0 PHOTOS

CENER,At NOTES

1. ALL CONSTRUCTION MATERIAL SHALL BE NEW UNLESS OTHERW<SE NOTED,

2, CONTRACTOR SHALL VERIF'I ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE START OF CONSTRUCTION, IF ANY DISCREPANCIES ~,RE FOUND, CONTRACTING OFFICER SHALL BE NOTIFIED FOR CLARIFICATIOI<, J, CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK MAY BE CONSTRUCTED AS SHOWN BEFORE PROCEED ING WiTH CONSTRUCTION. IF THmE ARE ANY QUESTIONS REGARDING THE WORK, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE CONTRACTING OFFICER BY SUBMITTING

A REQUEST FOR INFORMATION (RFI) BEFORE PROCEEDING WIIH WORK IN QUESTION,

4. CONTRACTOR IS TO ERECT AND MNNTAIN TEMPORARY BRACING, FENCING, BARRICADES, SIGNS, AND OTHER ~EASURES AS NECESSARY TO PROTECT THE PUBLIC, WORKERS, A.ND OTHER PERSONS, AND ADJOINING PROPERTY FROM DAM,GE FROM DEMOLITION WORK, ALL IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. CONTRACTOR IS TO PROVIDE NOISE AND DUST A8ATENIENT AS REQUIRED TO PREVENT DISTURBANCE AND NUISANCE TO ADJACENT PREMISES AND SURROUNDING AREAS A WATER SPRAY SHALL BE USED DURING DEMOLITION AND DEBRIS R'MOVAL ACTIVITIES TO MINIMIZE THE SPREAD OF OUST AND FLYING PARTICLES, AIR HANDLERS IN THE VICINITY OF DUST PRODUCING A.CTIVITIES MAY REQUIRE A SHUTDOWN PRIOR TO DEMOLITION WORK , ALL BUILDING SYSTEM SHUTDOWNS A,RE PERMIT REQUiRED OPERATIONS PER THE SPECIFICATIONS.

5, THE CONTRACTOR SHALL EXERCISE EXTREME CIUTION NOT TO DAMAGE ANY EXISTING STRUCTURES, EQUIPMENT, OR UTILITIES THAT ARE NOT TO BE DEMOLISHED. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE, ALL (E) UTILITIES THAT ARE TO BE PROTECTED IN PLACE SHAll BE LOCAJED PRIOR TO EXCAVATION UTILIZI NG HYDRO-EXCAVATION METHODS

6, THE CONTRACTOR SHALL PROVIDE ALL lABOR, VATERIALS, IND EQUIPMENT TO ENSURE COMPLETE A.ND PROPER EXECUTION OF THIS

PROJECT

7 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABI.E CODES, REGULATIONS, AND ORDINANCES.

8, ASBESTOS CONTAINING MATERIALS (ACM) AND LEAD PAINT HAVE BEEN IDENTIFIED IN SOME STRUCTURES AND UTILITIES AND ARE LISTED IN THESE DRNNINGS WHERE KNOWN. IF DURING THE COURSE OF DEMOLITION OPERATIONS, THE CONTRACTOR DISCOVERS HAZARDOUS MATERIALS NOT SHOWN ON THE DRAWINGS, IMMEDIATELY REPORT THOSE FlfiDINGS TO THE CONTRACTING OFFICER AND PROJECT MANAGER AFTER WHICH THE GOvT WILL PROVIDE DIRECTION FOR ABNEMENT OR MITIGATION. CONTRACTOR SHALL REFERENCE SPECIFICATiON SECTION 02 82 14,00 10 REGARDING THE REMOVAl OF HAZARDOUS MATERiALS AND SPECIFICATION SECTION 02 81 FOR TRANSPORTATION AND DISPOSAL Of HAZARDOUS MATERIALS, 9, iO.

II.

12.

THE CONTRACTOR SHALL FOLLOW ALL OSHA AND OTHER APPLICABLE REQUIREMENTS RELATED TO THE DISTURBANCE, HANDLING, AND TRANSPORTATION OF LEAD AND ASBESTOS CONTAINING MATERIALS, THE CONTRACTOR SHALL EITHER REMOVE ALL MATERIAlS CONTAINING LEAD IN ONE PIECE SO AS NOT TO DISTURB THE LEAD OR SHALL SIMULATE THEIR PROPOSED METHOD OF DEMOLITION WHILE PERFORMING A WORKING .AIRBORNE LEAD EXPOSURE ASSESSMENT UNDER THE DIRECTION OF A CERTIFIED INDUSTRIAL HYGIENIST PRIOR TO STARTING DEMOLITION. THE CONTRACTOR SHALL SEND THE AIRBORNE LEAD SAMPLE TO A CERTIFIED LABORATORY FOR ANALYSIS, THE LABORATORY SHA.LL CALCULATE AN 8 HOUR TIME-WEIGHTED AVERAGE WORKER EXPOSURE LEVEL AND REPORT THIS LEVEL TO THE NASA CONTRACTING OFFICER, PRIOR TO THE DEMOLITION OF BUILDINGS, TRAilERS AND STRUCTURES CONTRACTOR SHALL ENSURE THAT ALL UTILITIES SERVICING THESE STRUCTURES HAVE BEEN ISOLATED BY NASA. MAINTENANCE CONTRACTOR PERSONNEL ACTIVITIES RESULTING IN A LOSS OF UTILITY SERViCES TO PERSONNEL OR EQUIPMENT WILL REQUIRE A UTILITY OUTAGE PERMIT. C0,1MUNICATIONS CABLING AND EQUIPMENT WILL BE DISCONNECTED BY GO'i'T AND REMOVED BY CONTRACTOR U.fi.O. REMOVE ALL FLUORESCENT LIGHT TUBES, DRAIN AND CAPTURE ALL REFRIGERANT FROM AIR CONDITIONERS, AND PERFORM ALL ABATEMENT WORK AS NOTED ON PLANS, ALL LIGHT FIXTURES, B,ALLASTS AND LAMPS SHALL BE TREATED AS HAZARDOUS MATERIAL AND

DISPOSED OF PROPERLY,

THE EXACT LOCATION OF SOME UNDERGROUND UTILITIES IS UNKNOWN AND IS SHOWN IN APPROXIMATE LOCATIONS IN SOME AREAS. CONTRACTOR SHALL PROVIDE UTILITY LOCATION SERViCES TO DETERMINE THE SOURCE AND ROUTING OF UTILITIES TO BE REMOVED, CAPPED OFF, DR PROTECTED IN PlACE, IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL UTILITIES ASSOCIATED WITH A BUILDING OR STRUCTURE SCHEDULED FOR DEMOLITION U,N.O, INCLUDING ALL ELECTRICAL CONDUCTORS TO SOURCE PANEL (LABEL (E) CiRCUIT BREAKERS AS "SPARE"). (E) UTILITY DEPTH SHALL BE ASSUMED TO BE BETWEEN

2' -6 ' OR A.N AVERAGE OF 4'.

ITEMS NOTED ON PLAN TO BE "DEMOLISHED" OR "REMOVED" SH,ALL BECOME ThE RESPONSIBILITY AND PROPERTY OF THE CONTRACTOR (UNLESS NOTED OTHERWISE) AND SHALL 8E DISPOSED OF OFF -BASE BY THE CONTRACTOR IN A LEGAL MANNER.

CONTRACTOR SHALL RECYCLE ALL QUALIFYING MATERIALS ALL BUILDING. TRAILER, GA.TE & FENCE SIGNS SHALL BE RETURNED

TO THE GOVT

13, CONTRACTOR SHALL BE RESPONSIBlE FOR MAINT/>JNiNG A SECURE PERIMETER WHEN PERFORMING FENCE MODIFIC,ITlONS OR DEMOLISHING (E) FENCE LINES. (E) FENCING SHALL NOT BE DEMOLISHED UNTIL (N) fENCING IS INSTALLED OR TEMPOR.~RY FENCING SHALL BE INSTALLED AS REQUIRED TO MAINTAIN SECURE PERIMETER, TEMPORARY FENCING SHALL BE EQUAL IN

HEIGHT & CONFIGURATION TO FENCING BEING REMOVED AND APPROVED BY THE C.O,

14, NEW CONSTRUCTION OR REPAIR CONCRETE SHALL HAVE MINIMUM Fc=3000 PSL REINFORCING SHALL BE Fy=60 KSL

15, COMPACTION TESTING SHALL BE PERfORMED BY THE CONTRACTOR .IT 95% PER DETAILS AND SPECIFICATIONS FOR .\REAS BELOW ASPHAL1, CONCRETE, OR STRUCTURES, ALL OTHER AHEAS SHALL BE BACKFILLED AND COMPACTED IN 5" LIFTS TO .IPPROX, 85%.

16 SOIL AND DIGGING CONDITIONS TIIROUGHOUT THE PROJECT AREA M~Y INCLUDE HARD MATERIALS AND ROCK AS DEFINED BY THE SPECIFICATIONS CONTRACTOR SHALL INCORPORATE ALL HARD ~ATERIAL AND ROCK EXCAVATION INTO THIS PROPOSAL. NO CHANGE ORDERS WILL BE AWARDED FOR HARD MATERIAL AND ROCK EXCAV,'TION, BlASTING WILL NOT BE PERMITIED,

17. ALL TRAFFIC PAINT SHALL CONTAIN REFLECTIVE BEADS, BE LEAD-FREE WITH A 'W.C. CONTENT OF 250 G/L OR LESS AND APPLIED IN (2) COATS, ON NEW PAVEMENT FIRST COAT SHALL BE APPLIED ,AFTER ASPHALT HAS CURED FOR 48 HOURS, SECOND COAT S~ALL

BE APPLIED AFTER 30 DAYS,

18. CONTRACTOR SHALL FIJRWSH AS-BUILT HORIZONTAL COORDINATES AND VERTICAL ELEVATIONS FOR ALL N~N UNDERGROUND UTILITIES AND EX ISTING UTILITIES TO BE CAPPED SURVEY DATA SHALL BE PROVIDED IN NAD 27 AND NAVD 27 CALIFORNIA STATE PLANE TO AN

ACCURACY OF ,01' AND FURNISHED IN AUTOCAD 2014 FORMAL

19 ALL ABOVEGROUND PETROlEUM STORAGE TANKS WILL BE EMPTIED BY N'.SA THE CONTRACTOR SHALL CLEAN, HANDLE, TRANSPORT, AND DISPOSE OF ABOVEGROUND PETROLEU" STORAGE TANKS (AND ANY ASSOCIATED HAZARDOUS WASTE GENERATED BY THE CONTRACTOR) IN ACCORDANCE WITH TITlE 22 OCR, NFPA 326, NFPA 327, OSHA, API, AND DOT STANDARDS. THE CONTRACTOR SHA.LL PROVIDE TANK INFORMATION TO THE NASA. CONTRACTING OFFICER TO ENABLE NASA TO OBTAIN CERTIFIED UNIFIED PROGRAM AGENCY APPROV!L FOR TANK DEMOLITION AND DISPOSAl_, NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

A.RMSTRONG FLIGHT RESEARCH CENTER

EDWARDS, CA

TITLE AND INDEX SHEET

REVISION BY

!BAWN

DE~10LISH SHUTTLE SUPPORT FACILITIES SCALE Nl!I.1BtR EDM - 1733

PHASE 3 CCR/DR CCR 721 T-1 SHEET No, _1 of 11 li _\ I -------

C) i l~~~-~------~-

T

'Y

8 (TYP)

T " "' A'

_\\1 ==-==----l---~------ 11 I

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I

4'oR;;y f:'\. AREA 1-DEk10LITION PLAN-BUILDI~~G 4843 & E~1ERGENCY GENERATOR WEST OF

~ BUILDII~G 4825

SCALE: 1" = 10'

!PHOTO C- 91

I I f----1+-1

---1

H

NORTH

- 1: 1

F v v

ABS

LO'lr::

i (J / \._)

KEY PLAN-~~A I N COMPLEX

SCALE: 1" = 1 000'

//S\)

/IC'

DATE

DRAWING TITLE

G)

KEYED NOTES

COMPLETELY DEMOLISH EMERGENCY GENER.~TOR & FUEL TANK INCLUDING CONCRETE

PAD, ABOVE GROUND CONDUITS, ADJACENT GROUND WELLS & CMU WALL. BACKFILL

AND COMPACT GROUND TO MATCH (E). REMOVE CONTROL WIRING TO SOURCE IN

B4825 IN ONE (E) 3" CONDUIT AND INSTALL PULL ROPE. RETAIN CONDUCTORS IN

OTHER (E) 3" CONDUIT FOR RE-USE.

DISCONNECT ALL UTILITIES AND CAREFULLY REMOVE BUILDING 4843 AND RELOCATE

TO AREA WEST OF 84876. SEE SHEET C-3.

SAWCUT AND REMOVE (E) CONCRETE, CURB & GUTIER AND ASPHALT ALONG

GUTIER AS SHOWN.

DEMOLISH (E) CONCRETE RETAINING WALL

SAWCUT AI~D REMOVE (E) TRUNCATED DOMES AT UW OF RAMP AI~D REPLACE

CONCRETE.

REMOVE GRATE AND GRATE SUPPORT CONCRETE.

CAP (E) UNDERGROUND UTILITY PIPE.

DEMOLISH (E) CHAINLINK FENCING (APPROX. 200LF), CONCRETE FOOTINGS,

IRRIGATION LINES AND An ACHED VINES ( 17) INCLUDING ROOTS TO 12" MIN.

BELOW GRADE.

REMOVE ALL (E) RED DECORATIVE ROCK IN LANDSCAPE AREAS.

EXCAVATE AND DEMOLISH UNDERGROUND ELECT. & COMM. CONDUITS TO 84843

BACKFILL AND COMPACT GROUND TO 85% PER ASTM-01557.

UTILIZE (E) ELECTRICAL AUTOMATIC TRANSFER SWITCH IN COMMUI~ICATIONS ROOM AT

BUILDING 4825. USE (E) PULL BOX ON BUILDING EXTERIOR AND PROVIDE AND

INSTALL NEW DISCONNECT SWITCH TO ESTABLISH A POINT OF CONNECTION FOR A

PORTABLE EMERGENCY GENERATOR.

SAWCUT ASPHALT AROUND ENTIRE BUILDING AND REMOVE DEBRIS OFF-SITE. AFTER

DEMOLITION REPAIR PAVING. SEE DETAIL 1

C-1 C-7

COMPLETELY DEMOLISH BUILDING 4874 GENERATOR BUILDING AND ALL (E)

MECHANICAL/ELECTRICAL EQUIPMENT & CONDUIT UNLESS OTHERWISE NOTED.

BOTIOM OF FOOTING IS 2' MIN. BELOW GRADE. REMOVE FLOOR SLAB, AND

FOUNDATION TO 36" BELOW GRADE. REMOVE ALL UNDERGROUND UTILITIES IN AREA

OF DEMOLITION. BACKFILL, COMPACT GROUND TO 95% PER ASTM D1557.

COMPLETELY DEMOLISH CONVA.ULT FUEL TANK. BACKFILL AND COMPACT GROUND TO

95% PER ASTM D1557. REPAIR PAVING.

@ COMPLETELY DEMOLISH EMERGENCY GENERATOR INCLUDING CONCRETE PAD AND ALL

ASSOCIATED PIPING. BACKFILL AND COMPACT GROUND TO MATCH (E).

@ COMPLETELY DEMOLISH (E) EXHAUST STACK AND ALL SUPPORT STRUCTURES,

CONCRETE FOOTINGS, PATCH BACK METAL SIDING ON WALL OF BUILDING 4801.

@ COMPLETELY DEMOLISH (E) COMBINATION AIR HANDLING UNIT, CONCRETE SLAB AND

ALL ASSOCIATED PIPING, SUPPORTS, ETC.

@ CUT AND CAP DISCONNECTED 1 1/ 4" Cu WATER AND 2 1 /2" STEEL GAS LINES

INSIDE OF BUILDING 480 1 WALL REMOVE METAL SIDING TO ACCOMPLISH TASK AND

REPLACE. PATCH ALL PENETRATIONS.

SAWCUT CONCRETE WALKWAY AT (E) SIDEWALK AND REMOVE WALKWAY. INSTALL

2"x4" PLANTER BORDER. MATCH EXISTING AND PLANT (2) 24" BOX OLEANDER.

TAP (E) IRRIGATION IN PLANTER FOR NEW BUBBLERS.

@ REMOVE INTERIOR COMPONENTS OF AUTOMATIC TRANSFER SWITCH AND LEAVE EMPTY

BOX. SPLICE TOGETHER FEEDS IN BOX AND LABEL AS PULL BOX.

@ BACKFILL AND COMPACT GROUND TO 95% PER ASTM D1557 AND REPAIR ASPHALT

PAVING, SEE DETML 1

C-1 C-7

HAZARDOUS MATERIAL NOTES

THE DOOR FRAME IN BUILDING 4874 HAS BEEN IDENTIFIED AS CONTAINING LEAD

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

ARMSTRONG FLIGHT RESEARCH CENTER

EDWARDS, CA

DEMOLITION PLAN -AREA 1-2

DATE SYM REVISION BY A'P

b6cn ~~~~::t:zt;:::::::_ ____ --f-'_'!.f-4'-J PROJECT TITLE DRAWN BY

DEMOLISH SHUTTLE SUPPORT FACILITIES SCALE AS NOTED

PHASE 3 CCR/DR CCR 721

TRADE SHEET

NUMBER

C-1

EDM-1733

SHEET No . .1_ o£11

RE-GRADE AREA AS REQ'D-INSTALL

WEED BARRIER AND DECORATIVE

ROCK WHERE INDICATED

R=1/2"~-----.

/3:12 CURB BADER

v :z ~ ::2

REMOVE 6" OF EXISTING

SUBGRADE. REPLACE AND

RECOMPACT TO 95% MAX lfJ

6" LIFTS PER ASTM 01557

' cl

1,;, . ) 4 4 . •. •

6" CO NCRETE CURB

NO SCALE

(TYP) 1

1 12 SLOPE

(N) A. C. PAVING 1 /2" ABOVE

EDGE OF GUTIER (TYP.)

8" CALTRANS CLASS II AGGREGATE

BASE COMPACTED TO 95% MAX

PER ASTM 01557

SLOPE 4:1 MAX.

WIDTH PER PLAN

EJ, SEE DETAIL

NEW 4" CONCRETE OR (E)

SLAB (WHERE OCCURS)

2% SLOPE (TYP.)

TOP OF SLOPE

LEVEL LANDING

NO SCALE

---- TOE OF SLOPE-CATCH (E)

(E) SIDEWALK :of

5%± SLOPE ~

1 /2 " RAD.

SLOPE TOP OF CURB 1/ 4"

"" :r 4" CONC. SIDEWALK r-

SLOPE TO GUTIER ..-

2% MAXIMUM

RECOMPACT (E) SUBGRADE TO 95%

PER ASTM D 1557

CURB/GUTTER & SIDEWALK

NO SCALE £;]02

12"

LEGEND

- - --~-- FLOWLINE

FL FLOWLINE

EJ EXPANSION JOINT

WJ WEAKENED JOINT

TOC TOP OF CONCRETE

TC TOP OF CURB

TW TOP OF WALL

1 '4"

(TYP.)

(E) CONCRETE SWALE

n I I

TOE OF SLOPE -,3" ABL E

OF (E) CONCRETE Jnl')cL

TOP OF SLOPE -CA

(N) TIMER WIRE

E

'1tfi::J:tj 4"-8" HONEY QUARTZ RUBBLE

. . . . . . . . . 3/ 4" CALIFORNIA GOLD GRAVEL

(TYP 10 SHRUBS)

. <' ;) i':. •;fJf;' .

.. ·· v '/ /y

NORTH

APPROVAL

9 EJ ALONG

BLDG. WA.LL

KEY PLAN-~1AIN COMPLEX

SCALE: 1 " = 1000'

DATE

DR.~WING TITLE

CD

(5)

KEYED NOTES

INSTALL (N) 6" CONCRETE CURB, SEE DETAIL 2

C- 2 C-2

INSWL 1'' PVC IRRIGATION LINE 18" MIN. DEEP WITH BUBBLER HEAD FOR EACH

SHRUB AND (E) AfJTI-SIPHON VALVE CONNECTED TO (N) TIMER. UTILIZE (E) 4"

SLEEVE BELOW RAMP WHEN INSTALLING WATERLINE. BURY (N) TIMER WIRE IN

3/ 4" PVC CONDUIT 12" MIN. DEEP.

INSTALL (N) SHRUBS @ 8' D.C. SHR UBS SHALL BE 5 GALLON TEXAS RANGER

BUSH. MATCH (E) ON- SITE SHRUB TYPE. CREATE A 24"0 DEPRESSION .~ROUND

SHRUB TO RETAIN IRRIGATION WATER.

INSTALL (N) 5 GALLON JUNIPER SHRUBS. MATCH EXISTING SHRUB TYPE AND

PATTERN. CREATE A 24"¢ DEPRESSION AROUND EACH SHRUB TO RETAIN

IRRIGATION WATER.

CONCRETE BENCH BY OTHERS.

REMOVE (E) SPRINKLER TIMER FROM CONCRETE RETAINING WALL INSTALL (N)

SPRINKLER TIMER IN NEMA 4 ENCLOSURE TO BACK OF (E) COMM. PULLBOX.

INSTALL TIMER WIRING AS REQ'D TO ALL (E) ANTI-SIPHON VALVES. COMPLETELY

REMOVE OLD SPRINKLER TIMER WIRING.

EXTEND (E) CONCRETE SWALE TO (E) DRAIN PIPES AND CONSTRUCT 6" THICK

CONCRETE HEADWALL W/#4 REBAR @12" 0 C TOP OF HEADWALL SHALL BE 12"

ABOVE FINISHED GRADE.

PROTECT (E) 3" DRAIN LINES THRU (E) CURB IN PLACE.

INSTALL (N) ASPHALT PAVEMENT, SEE DETAIL 1

C- 2 C-7

INSTALL (N) CONCRETE 8" HIGH CURB/24" GUTTER TO MATCH (E). GUTTER

SHALL HAVE 0" CURB FACE AND 5% MAX. SLOPE AT RAMP LANDINGS,

SEE DETAIL 1

C-2 C- 2

INSiil\lL (N) EXPANSION JOINT WHERE INDICATED EJ) . ALL OTHER JOINTS TO BE

WEAKENED PLANE JOINTS (WJ), SEE DETAIL 3

C-2 C-7

TRANSITION CURB FACE FROM 8" TO 0" AT EACH END OF (N) RAMP.

REPAIR (E) STRIPING

INSTALL 12" WIDE SAFETY GROOVING, SEE DETAIL. 3

C- 2 C-2

CONSTRUCT (N) FULL 4" THK. SIDEWALK (WH ERE SHOWN), SEE DETAIL 1

PROVIDE ALTERNATING ROCKSALT/LIGHT BROOM FINISH AS INDICATED C- 2 C-2

ON PLAN BY "S" FOR PANELS WITH ROCKSALl

INSTALL WEED BARRIER AND 2" OF 3/4" CALIFORNIA GOLD GRAVEL AND 4"-8"

HONEY QUARTZ RUBBLE AS SHOWN.

TRANSITION CURB F,~CE TO BE FLUSH WITH (E) SIDEWALK.

SUPPLY, TRANSPORT, PLACE, GRADE, AND COMPACT FILL DIRT AND COMPACT TO

85% PER ASTM-01557.

CONSTRUCT RETAINI NG WALL TO MATCH (E), SEE DETAIL ill C- 2 C-7

INSTALL (N) TRUNCATED DOMES. 36"x 72", CAST -IN- PLACE REPLACEABLE, POLYMER COMPOSITE. COLOR YELLOW.

II~STALL (N) 16"Wx22"Lx12"D CONCRETE PULLBOX WITH STEEL LID EMBOSSED

"ELECTRICAL". INSTALL PER MFRS. RECOMMENDATIONS. (E) (2) 3" CONDUITS FROM

84825 SHALL BE CONN ECTED TO (N) PULLBOX. SPLICE (E) CONDUCTORS FROM

PANEL PP 1-C13D (4825 PATIO) TO (N) CONDUCTORS INSTALLED PER @ (E)

CIRCUIT IS FED FROM A. 3P, 60A BREAKER WITH 3#6 CONDUCTORS.

INSTALL (N) 2" SCH. 40 PVC ELECTRICAL CONDUIT AND CONNECT TO (E) 2"

CONDUIT TO (N) DISCONNECT SWITCH W/(3) #6 THHN Cu. CONDUCTORS. CONDUIT

SHALL BE RGS W/20 MIL WRAP WHEN TRANSITIONING ABOVE GROUND. UTILIZE

BENDS WITH THE LONGEST POSSIBLE RADIUS.

INSTALL (N) 45 KVA, 480- 120/ 208V, 3PH, 4\V COPPER WOUND TRANSFORMER

W/60A NON-FUSED 600V RATED NEMA 3R DISCONNECT SWITCH . CONNECT

TRANSFORMER TO SWITCH W/1 1/4" SEALTITE CONDUIT W/(3) #4 THHN Cu & (1) #10 THHN Cu GND. CONDUCTORS. RE- GRADE AREA AS REQ'O AND INSTALL

TRANSFORMER ON 4" THICK CONCRETE PAD OVER SUBGRADE COMPACTED TO 95%.

TOP OF PAD SHALL BE 2" 1\BOVE GRADE INSTALL 3/ 4"¢ x 10' LONG COPPER

CLAD GROUND ROD FOR TRANSFORMER. CONNECT TO (E) 120/208V 225A

PANELBOARD W/ 2'' SEALTITE CONDUIT W/ ( 4) #1/0 THHN Cu & (1) #6 THHN Cu

GND. CONDUCTORS. REPLACE (E) 22SA MAIN BREAKER IN PANELBOARD WITH A (N)

125A MAIN BREAKER.

RESTORATIOGJ PLAN-AREA 1

DATE SYM .

DRAWN BY

SCALE AS NOTED

CCR/DR CCR 721

REVISION

TRADE SHEET

NUI.!BER

C-2

BY A'P

EDM 1733

S4EET No. _l_ of 11

NORTH

NORTH

C)

C''~ co

~~ /r" I I ; I

I L_

C'-,J c--,J co

AREA 3 - 0Eiv10LITIO~J PLAN-RFLOCATE BUILDING 4843 WEST OF BUILDII~G 4876

SCALE: 1'' = 10'

...._ _ _/ j

---I

---.-.. J (__ ' , 9' TOTAL HEIGHT

DIRT

''CPH H-.J, .

ro N

/l,REA 3 - ~JEW WORK PLAI~-RELOCATE BUILDING 4843 WEST OF BUILDING 4876 SCALE r· = 1 0'

IB ~ A I~

1 1 /2"

I en

C"J co

I I I I I

I~

P\ j;\ I I I \r \_/ .---++___..'-----

' r) u c

4 0. //~ 0 I I'\ \ } I j -....-.--/ I '.... /

~) /"~ \j t_ L

PJ\\JEL

CD

" ' "F) FJ

j) LP 1 ), , :ii

Kl YEO ~,J Q TES

DEMOLISH CHAINLINK FENCING, POSTS AI~O CONCRETE FOOTINGS. BACKFILL AI~O

COMPACT ALL HOLES WHERE FOOTINGS ARE REMOVED.

(E) CONEX BOXES TO BE RELOCATED BY OTHERS .

INSTALL (N) CHAINLINK FENCING. FEI~CING HEIGHT PER PLAN W/3 STRANDS OF

BARBED WIRE. PATCH AND REPAIR (E) ASPHALT AROUND (N) POSTS IN .ASPHALT

AREAS, SEE DETAIL. 1

C- 3 C- 8

SAWCUT ASPHALT (WHERE OCCURS) AND INSTALL 24" SQUARE x 12" DEEP PAD

FOOTINGS 4" ABOVE (E) GRADE W/#4 REB,~R AT 8" 0 C EACH WM AT EACH CORNER

OF B4843. C0~1PACT SOIL BELOW FOOTING TO 95% PER ASTM 01557. WELD

L3"x3"x 1/ 4"X3" LONG STEEL ANGLES TO EACH CORNER DF BUILDING AND BOLT DOWN

TO CONCRETE W/1/2"X4" EMBEDMENT EXPANSIO~I ANCHORS. CONTAINER SHALL BE SET

ON PADS AND BOLTED DOWN BY CONTRACTOR.

REMOVE (E) 3/ 4" EMT CONDUIT AND COfJDUCTORS TO PANE!_ LP1 AND LABEL BREAKERS

AS "SPARE" AND INSTALL KNOCKOUT SEALS.

INSTPU (N) 1 1/4" EMT CONDUIT W/(3) #2 THHN Cu & (1) #8 THHN Cu GND.

COfJDUCTORS FROM PANEL PP1 AND RUN TO (N) DISCONNECT SWITCH. SEAL

BUILDING WALL PENETRATION WATER - TIGHT. TIE TO BREAKER 20,22,24.

L __ ------- - - --------- - --- - - --- --- --- - ---- - --- --- - ------- - --- --------- -- -- --- - -- - -- ----~

INSTALL (N) 75 KVA, 480- 120/208V, 3PH. 4W COPPER WOUND TRANSFORMER W/100.~

NON-FUSED 6DOV RATED NEMA 3R DISCONNECT SWITCH. CONNECT TRANSFORMER TO

SWITCH W/1 1/4" SEALTITE CONDUIT W/(3) #2 THHN Cu & (1) #8 THHN Cu GND.

CONDUCTORS. RE- GRADE AREA AS REO'D AND INSTALL ON 4" THICK CONCRETE PAD OVER

SUBGRA.OE COMPACTED TO 95% PER ASTM 01557. TOP OF PAD SHALL BE 2" ABOVE

GRADE. INSTALL 3/4''0 x 1 0' LONG COPPER CLAD GRDUI'O ROD FOR TRANSFORMER.

IN PLA.GE

D-

PVC

NORTH

0 KEY PLAI,J-~jA I N COMPLEX SC.~LE 1" = ·1 Ooo'

APPROVAL

F)/\ 1\ j I L !--\I \ [_

DATE

)) p p 1 )jl_F) 1))

DRAWING TITLE

(1_1)

G]

G})

INSTALL (N) 225A MAIN 120/208V, 3PH, 4W, COPPER BUSSED. NEMA 3R, 42 CIRCUIT

PANELBOARD W/(2) 80/3, (1) 125/3 & (33) 20/1 BOLT-m~ BREAKERS.

INSTALL (N) 16"Wx22"Lx1 2"D CONCRETE PULLBOX WITH STEEL LID EMBOSSED

"ELECTRICAL". INSTALL PER MFRS. RECOMME~IDATIONS.

INSTALL (N) (2) 2'' PVC SCH. 40 CONDUITS UNDERGROUND (24" MIN. DEPTH) AND

RGS W/20 MIL WRAP WHEN TRNJSITIOfiiNG ABOVE GROUND TO (N) CONCRETE PULLBOX W/(4) #2/0 THH~J Cu. (4) #2 THHN Cu & (1) #4 THH!1I Cu GND

CONDUCTORS. UTILIZE BENDS WITH THE LONGEST POSSIBLE RADIUS.

REMOVE (E) SPARE 40/3 BREAKER IN SPACES 20, 22 & 24 IN (E) 480V PANEL PP 1

AND INSTALL (N) 90/3 BREAKER.

REMOVE (E) 125/3 ~~~.IN BREAKER IN (E) CONEX BOX PAinS AND INSTALL (N) 80/3

MAIN BREAKER.

INSTALL (N) 2'' PVC SCH. 40 CONDUIT U~JDERGROUND (24" MIN. DEPTH) NJD RGS

W/20 MIL WRAP WHEN TRANS ITIO~IING ABOVE GROUND TO (E) PANELBOARD ON (E)

84843 W/(4) #2/0 THHN Cu & (1) #4 THHN Cu GND CONDUCTORS. UTILIZE

BENDS WITH THE LONGEST POSSIBLE RADIUS.

INSTALL (N) I I/ 4" PVC SCH. 40 CONDUIT UNDERGROUND (24" MIN. DEPTH) A. NO

RGS W /20 MIL WRAP WHEN TRANSITIONING ABOVE GROUND TO (E) PANELBOARDS

ON (E) CONEX BOXES W/(4) #2 THHN Cu & (1) #4 THHN Cu GND cmmUCTORS.

UTILIZE BEfJOS WITH TH E LONGEST POSSIBLE RADIUS.

REMOVE (E) 3/ 4" CONDUIT AND CONDUCTORS.

COfJSTRUCT (N) FULL 4" THK. CONCRETE SIDEWALK.

REMOVE (E) GATE, FENCE, AND POSTS TO CREATE OPENING BETWEEN STORAGE

BOXES AND RETAIN FOR REINSTAUATIOfJ. KEEP REMAINING FENCE RIGID, IN-TACT

AND SECURE.

REINSTALL GATE AND mJCE TO NEW LOC;\,TION. KEEPING fJO MORE THAN A. 2" GAP

BETWEEN STORAGE BOXES.

DEMOLITION /RESTORATION PLANS-AREA 3

DATE SYM REVIS I Of' BY A'PO

~:i--o;;~i;,-;,;~~p--------~~----t PROJECT TITLE DRAWN BY

SCALE AS NOTED

TRADE SHEET EDM-1733 NUMBER DEMOLISH SHUTTLE SUPPORT FACI LITI ES

PHASE 3 CCR/DR CCR 721 C-3 SHEET No. _±_ of Jl

NORTH

AREA 4-DEMO LiTION PLAN-NB207

SCALE: 1" 1 0' IPHOTO C-91

AR EA 4-NEW WORK PLNJ-1~ 8207

SCALE: 1 " = 1 0'

\j

PROlE C:T (E) SU~ISHAD~

IN PLACE----

') 1 ; J 11 C" L j, :'J

L

. TW

--o w ' ' .. - - -

~ J • I . ~ ."----/ ·~ 1

AREA 5-Dn~OLITION PLAN-TRAILER T -20

SCALE 1" = 1 0'

IPHOTO C-91

- ------------1

- EJ

WJ

EJ

I

" 0 I 4 · .

' I r· I I \ I' H A " · I \ ' I-\ I c--~ '- \~ '"- 1\ I

'--) j I ·~) I I /

IV oR;;

nIt AREA 5 - ~~EW WOR K PLAI'J- TRAILER T - 20

~ SCALE: 1" = 10'

S OV ASOVE

CIIIIN:~

_ _L NORTH

APPROVAL

CONCURRENCE

CD

CD

CD

KEYED r~OTES

COMPLETELY DEMOLISH (E) SUNSHADE STRUCTURE NB207 ltnUDING Cat<CRETE

SLABS, RAMPS, GROUNDING AND CH~.INL1NK FENCING INCLUDING POST FOOTINGS.

SAWCUT (E) ASPHALT OR CONCRETE.

INSTALL (N) 8" THICK CONCRETE OVER 8" OF CLASS II BASE COMPACTED TO 95%

PER ASTM D1557. SCARIFY AND COMPA.CT SUBGRADE 6" AND COMPACT TO 95%

PER ASTM D1557, SEE DETAILS (2 ~

C-4 C-8 C-4 C-8

COMPLETELY DEMOLISH TRAILER T -20 INCLUDING RAMPS, STAIRS, UTILITIES, AND

ASPHALT BELOW TRAILER. (E) SU~ISHADE STRUCTURE SHALL BE PROTECTED IN

PLACE.

CAP (E) SEWER LI~IES 6" BELOW GRADE.

CAP (E) UTiLITIES BELOW 6" GRADE, SEE DETAIL REMOVE ELEC CONDUCTORS

TO SOURCE PANEL C-4 C-7

LABEL 8R~.KERS AS "SPARE" AND INSTALL K~WCKOUT SEALS.

DEMOLISH (E) VALVE BOXES, REPAIR CONCRETE

INSTALL (N) 3/ 4" PVC SCH. 40 PIPE TO CONNECT THE (E) COPPER WATER LINE

TO THE (E) PVC WATER LINE AS REQ 'D.

DEMOLISH (E) ABA~IDONED 2" CONDUIT AND CONDUCTORS TO 84800 EXTERIOR

WALL (APPROX. 150 LF) CAP AT CORNER OF 84848 TO 6" BELOW GRADE A.ND

REMOVE FROM PIPE RACK TO JUST INSIDE 84800 EXTERIOR WALL. PATCH

mERIOR WALL TO MATCH (E) .

DEMOLISH (E) PIPE BOLLARDS MW CHAII{

REMOVE (E) BUILDING NUMBER (T -20) SIGfl.

INSTALL NEW 6" THICK CONCRETE W/#4@18" O.C. EACH VIM OVER (E) SUBGRADE

COMPACTED TO 95% PER ASTM 01557. DOWEL TO (E) SLAB W/ #4 REBAR x 16" LONG (8" EMBEOMEI~T INTO (E) SLAB) @ 24" 0 C., SEE DEli\IL 3

(E) BOLLARDS TO REMAIN. C- 4 C- 8

REMOVE (E) PLEXI-GLASS SHEETS FROM WEST SIDE OF SUNSHADE.

INSTALL (N) CLEAR ACRYLIC SHEETS (MIN .. 354" THK) TO WEST SIDE OF SUNSHADE

TO ACT AS A WIND BR~K INSTALL IN SIMILAR FASHION AS EXISTI NG.

HAZARDOUS tv1A TERii~L NOTES BUILDifiG T -20 HAS APPROXIMATELY 15 SQUA.RE FEET OF OFF-WHITE (2%

CHRYSOTILE) AND BLACK (3% CHRYSOTILE) MASTIC ON THE ROOF AND

APPROXIMATELY 1 SQUARE FOOT OF WHITE PUTTY (3% CHRYSOTILE) AT ROOF

PEfJETRATIONS THAT SHALL BE ABATED BY THE CONTRA.cTOR BEFORE PROCEEDING

WITH DEMOLITION.

KEY PLPJ~- MA I ~J CO~lPLEX

SCALE: 1" = 1000'

DATE

7-?-

DRAWING TITLE

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

ARMSTf\ONG FLIGHT RESEAI\CH CE~JTER

EDWARDS, CA

~~ ''·~~~~------------!-"~~ DEMOLITIO~JjRESTO RATION PLANS-AREAS 4- 5

DATE SYM REVISION BY A'P

~~-+----------+-~-4 k..<~:.Z?£~~:::::::__ ______ ---+L:JL.t'-W PROJECT TITLE DRAWN BY

DEMOLISH SHUTTLE SUPPORT FA.CILITIES SCALE AS NOTED

TRADE SHEET EDM-1733 NUMBER

PHASE 3 CCR/DR CCR 721 C-4 SHEET No. _2_ of Jl

ARE.!\ 6-DEMOLITION PLAN-BU I LDI~~G 4805 AI~D HYDR.A.ULIC

FLUID TANK/CONTROL PANEL !PHoTo c-91

' SCALE: 1" = 1 0'

NORTH

NORTH n AREA ,1 9 - ~EMO I ITIO~J PLAN-NB213 u SCALE. 1 20 !PHOTO C-101

NORTH

jl

I/ !I lj

I

NORTH

AREA 6- NEW WORK PLAI~ - BUILDING 4805

SCALE: 1" = 10'

AREA 9- DD~O LITimJ PLM~-cm~CRETE SLABS AT 4824

SCALE: 1" = 10'

I PHOTO C-1 o

0 KEY PLAN-MA.IN COMPLEX NORTH

SCALE: 1" = 1 000' ARFA 11-0Etv\OLITim~ PLAN-WASH RA.CK EQUIP~1EI\IT

A~JD EM ERGE~JCY GENERATOR FOR BUll Dlt~G 4871 SC~.LE : 1" 20' I P H 0 T 0 i;_..::IQJ

NORTH

NORTH

CD

Q)

,fq'\

KE YED ~~ OTES

COMPLETELY DEMOLISH BUILDING 4805 INCLUD II~ G ASPHALT AND CONCRETE PAD

BELOW WEST SIDE OF BUILDING.

SAWCUT (E) ASPHALT OR CONCRETE.

CAP (E) U~IDERGROUND UTILI1Y PIPE 6" BELOW GR?.DE.

CLEPN OUT ABANDONED COMPRESSED AIR VALVE BOX A~ID FILL WITH SOIL TO 6"

BELOW GRADE AND COMPJI.CT TO 95% PER ASm D- 1557. FINISH TO GRADE WITH

3000 PS I MIN. CONCRETE.

DEMOLISH HYDRAULIC RESERVOIR AND CONTROL PANEL. CUT ALL PIPES FLUSH WITH

TOP OF CONCRETE, BEAT PIPE BELOW GRADE AND FILL WITH CONCRETE TO TOP OF

GRADE.

DEMOLISH (E) ELECTRICAL EQUIPMENT.

REPAiR (E) .ASPHALT PAVEMENT, SEE DETAIL 0 C-S ,C-7

DEMOLISH (E) PIPE BOLLARDS. ~

COMPLETELY DEMOLISH EMERGENCY GENERATOR & FUEL TANK INCLUDiNG CONCRETE

PAD, UNDERGROUND CONDUITS, METER. REMOVE COMPONENTS OF AUTOMATIC

TRANSFER SWITCH BOX. BACKFILL AND COMPACT GROUND TO 85% PER ASTM

01557.

AREA. 7 -DEMOLITim,J PLAN - EMERGENCY GENERATOR FOR BUILD I ~~G 4887 @ AUTOMATIC TRANSFER SWITCH BOX SHALL REMAIN AND ACT AS PULL BOX. INSIDE BOX SPLICE TOGETHER (E) COMMERCIAl FEED CONDUCTORS. LABEL AS PULLBOX. SCALE: 1'' = 1 0'

!PHOTO C-1 Ol (1~

I

I J

EXCAVATE AND DEMOLISH UNDERGROUND CONDUITS. BACKFILL AND COMPACT

GROUND TO 85% PER ASTM D1557.

DEMOLISH 12" THK. REINFORCED cm~CRETE CONTAINMENT SLAB, FOOTINGS AND (3)

WALLS. REGRADE AREA AS REQ'D, BACKFILL AND COMPACT GROU~W TO 85% PER

ASTM 01 557 .

DEMOLISH (E) COfJCRETE VAULT. BACK FILL AND COMPACT GROUND TO 85% PER

ASTM D1557.

REGRADE AREA AS REQ'D AND CONSTRUCT EARTHEN SWALE TO (E) SURFACE

DRJI.INAGE DITCH.

DEMO LISH (E) OI L/WATER SEPARATOR AND ALL ASSOCI;\TED PiPING AND VALVES.

SEAL PIPE PENETRATION TO CONTAINMENT SLAB WITH CONCRETE. BACKFILL AND

COMPACT GROUND TO 85% PER ASTM D1557.

FILL - IN (E) TRENCH AT WEST Ef!D OF CONTAINMENT SLAB W!TH CONCRETE. FINISH

TO GRADE.

DEMOLISH (E) COI,ICRETE TANK CONTAINMENT AND SUBSTATiON SLABS. CAP ALL ELECTRICAL CONDUITS PEN ETRAm~G SLAB 24" MIN. BELOW GRADE. BACKFILL AND

COMPACT GROUND TO 85% PER ASTM 01557. F I~~ISH TO GRADE

COMPLETELY DEMOLISH EMERGENCY GE~IERATOR INCLUDING CONCRETE TANK,

CONCRETE PAD AND BOLLARDS. BACKFILL AND COMPACT GROUND TO 85% PER

ASTM D1557 TO MATCH (E)

COMPLETELY DEMOLISH COI~CRETE PAD, ELECTRICAL ~.ND ALL ASSOCIATED UTiLITIES.

B~CKFILL AND COMPACT GROUND TO 85% PER ASm 01557 TO MATCH (E) .

DCAVATE AND DEMO LISH U~IDERGROUND ELECTRICAL CONDUIT TO MCC IN 4871.

REP.A.IR BUILDING SIDING Mm MCC ENCLOSURE AS REQUIRED. BACKFILL AND

COMPACT GROUND TO 85% PER ASTM D1557 TO 1,1;\.TCH (E).

EXCAVATE AND DEMOLISH SAND/GREASE INTERCEPTOR, UNDERGROUND SEWER

PIPING AND VALVES. BACKFILL AI'JD COMPACT GROUND TO 85% PER ASTM 01557

TO MATCH (E).

SAWCUT AND REMOVE (E) CATCH BASif~ . CONCRETE, AND CURB. BACKFILL AND COMPACT GROUND TO 85% PER ASTM 01557 TO Mfl.TCH (E) . INSTALL (N) CURB TO

(E) CURB FACE WHERE SAWCUl

COMPLETELY DEMOLiSH CONCRETE CmHAINMENT SLAB, CHAIN Li fJK FENCING AND

SUNSHADE. BACKFILL AND COMPACT GROUND TO 85% PER ASTM D1557. CAP AND

ABANDON -IN-PLACE (E) 1" COMM. CONDUIT 6" BELOW GRADE.

AREA 8- DEMOi ITION PLAN - FUEL STATION TANK COI~TAI N ME~JT SLAB AT NB234

SCALE: 1 ., = 1 0'

APPROVAL DATE

7- ?"-

DRAWING TITLE

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

ARMSTRONG FLIGHT RESEARCH CENTER

EDWARDS, CA

~~~~'iqf==::.___ ____ ~{ZJ</"9' DEMOLITION/R ESTORATIOI~ PLANS-ARE.I\S 6-11 r-~-+--------------------+-~-4

DATE SYM REVISION

DRAWN BY

SCAlE AS NOTED CCR/DR CCR 721 (., _ r:;, -' u SHEET No. _Q_ of J1

STATIC BUS BAR

T o·, 3/<"• coPPER-cu,o

1 GROUND ROD

I EXOTHERMICALLY WELD 4/0 GROUND

WIRE TO GROUND ROD

EXOTHERMICALLY WELD STATIC

BUS BAR TO GROU~JD ROD

DETA.IL OF GROUND ROD

NO SCALE

AREA 12- NEW WORK PLAN-GROUNDING RING NO RTH OF

BUILDING 4820

SCALE 1" = 20'

NORTH

0 BUILDI~J G 4983

~ns.

NORTH

AREA 15-DEtviOUTim,l PlJI,N-BUILDI~JG 4990

SCALE: 1" = 20'

IPHOTO C-101

~"' i I '-.._

, "'---- CAP 1 1 /2" ~," j PVC WAJERLINE f-~ c i u

I \

' .h\1 I t':::: / 'r r--

' ' I / 0

" r

NORTH

0 AREA 13-DE ~~OLITim~ PLAN-BUILDING 4985

SCALE 1" = 20'

I I

NORTH

CL

NORTH

I I

I

I I

I I

I

I I

I I

I I

AREA 14-DENIOLITION PLJIJ~-EMERGENCY

GENERATOR FOR BUILDI~JG 4901 IPHOTO C-101

SCALE: 1" = 20'

THIS SHEET

N 0 RTH '--------"------"----------"

(i)

KEYED NOTES

SAWCUT (E) ASPHALT OR CONCRETE.

CAP (E) UNDERGROUND UTILITY PIPE.

COMPLETELY DEMOLISH BUILDING 4985 lt,CLUDING CONCRETE SLAB AND FOOTINGS

AND ALL (E) MECHANICAL/ELECTRICAL EQU IPMENT FOOTING IS 16" WIDE AND

BOTIOM IS 30" BELOW GRADE. REMOVE ALL U~JDERGROUND UTILITIES It~ AREA OF

DEMOLITIO !'~ . REMOVE ELECTRICAL CONDUCTORS BACK TO SOURCE PANEL. LABEL

BREAKERS AS "SPARE" AND lt~STALL KNOCKOUT SEALS, BACKFILL, COMPA.CT GROUND TO 95% PER ASTM 01557 TO MATCH jE:) GRADE.

REPAIR IE) .ASPHALT PAVEMENT, SEE DETAIL ( 1\

· c-ffi-7

EXCAVATE AND DEMOLISH UNDERGROUND UTILITIES. BACKFILL AND COMPACT GROUND

TO 95% PER ASTM D1557 AND GRADE TO PREPARE FOR PAVING.

COMPLETELY REMOVE ASPHALT AND DISPOSE OF OFF BASE. BA.CKFILL DIRT AND

COMPACT TO 85% PER ASTM D 155 7 TO CREATE A SHOULDER FOR THE ROADWAY.

COMPLETELY DEMOLISH BUILDING 4990 INCLUDING COI~CRETE FOOTI~IGS, CONCRETE

PAD JI.ND ALL (E) ELECTRICAL/MECHANICAL EQUIPMEfJT, CONDUIT IIUUDING FIRE

SUPPRESSION SYSTEM AND WATER VALVE/BOX.

REMOVE AIR CONDITIONII,IG utm AND CONCRETE PAD INCLUDI~IG AfJY ASSOCIATED

UNDERGROUI~D UTILITIES.

REMOVE ALL CONCRETE PADS, SLABS, AND CONTAINMENTS.

REMOVE ALL METAL POLES, CONCRETE POLE BASES AND ASSOCIATED CABLE TRAY.

ABANDON (E) SEWER VAULT IN PLACE BY CRUSHING TOP, PUNCHING HOLES I ~J

BOTIOM AND FILLING WITH SAND/GRAVEL COMPACT FILL SOIL TO 85% PER ASTM

D1557. COMPLETELY REMOVE ALL LEA.CH FIELD PIP iNG.

REMOVE ELECTRICAL EQUIPMENT SHELTER, INCLUDING ELECTRICAL VAULT AND ALIL

.ASSOCIATED UNDERGROUND CO NDUIT. REMOVE ELECTRICAL CONDUCTORS, CONDUIT,

POWER POLES AND HANDHOLES BACK TO (E) POLE MOUNTED XFMR ONLY AFTER

THE AIR FORCE HAS REMOVED CONDUCTORS FROM (E) XFMR. BACKFILL/COMPACT

AND RESTORE SITE TO MINIMIZE DAMAGE TO VEGETATION.

REMOVE EXISTING UNDERGROUND COMMUNICATIONS CONDUIT FROM COMMUNICATiONS

VAULT TO BUILDING 4990. ANY COMMUI~ICATIONS CABLE IN CONDUIT WILL BE

REMOVED BY NASA PRIOR TO DEMOLITION.

SAWCUT (E) A.SPHft.LT AND INSTALL NEW GROUND RING AT LOC~.TI ON SHOWN.

GROUND RING SHALL BE BURIED AT DEPTH NOT LESS THAN 30" BELOW THE

EARTH'S SURFACE.

SAWCUT (E) COfJCRETE SLAB AND I~ISTALL ~JEW 20"x12"x12" HANDHOLES IN LOCATIONS SHOW. EA.CH HANDHOLE SHALL BE TRAFFIC- RATED WITH A BOLT DOWt~

COVER. INSIDE EACH HMJDHOLE SHALL BE A 10'x3/4"¢ COPPER-CLAD GROUND ROD AND INSTALL A COPPER STATIC BUS Bft.R WITH ACCESS IN HANDHOLE COVER

FOR CONNECTION TO STATIC GROUND SYSTEM, SEE DETAIL 1

- - C-6 C-6

THE STATIC GROUND SYSTEM SH?.LL BE INSTALLED II~ ACCORDANCE WITH I~FPA 77

AND NFPA 70 (2014 EDITION) . THE SYSTEM SHALL BE 10,000 OHMS OR LESS

AND TESTED IN ACCORDANCE WITH IEEE 81 FALL OF POW~TIAL METHOD,

COMPLETELY DEMOLISH EMERGENCY GEI~ERATOR & FUEL TANK INCLUDING

CONCRETE PAD .AND ALL UNDERGROUND CONDUITS. RHWVE COMPO~IUITS OF

AUTOMATIC TRANSFER SWITCH BOX. Bft.CKFILL AND COMPACT GROUND PER ASH1

D1557 TO MATCH (E).

@ AUTOMATIC TRANSFER SWITCH BOX SHALL REMAIN A~ID ACT AS PULL BOX. INSIDE

BOX SPLICE TOGETHER (E) COMMERCIAL FEED COI~OUCTORS . LABEL AS PULLBOX.

Rio· 1

EXCAVATE AND DEMOLISH UNDERGRDUI~D CO~JDU iTS . BACKFILL AND COMPACT

GROUND TO 85% PER ASTM 01557 TO MATCH (E) GRADE.

REMOVE (E) COMMUNICATIONS BOX AND REPLACE WITH (N) 36"x36"x12" NEMA 4

PULL BOX. THIS BOX SHALL BE REPLACED A MINIMUM OF 3 WEEKS PRIOR TO

THE DEMOLITION OF BUILDING 4985 TO .ALLOW FOR WORK TO BE DONE BY NASA .

HAZARDOUS ~~AJERIA1 f'~OTES BUILDING 4990 HAS APPROXIMATELY 850 SQUARE FEET OF 12"x12" ASBESTOS

CONTAINING LIGHT BEIGE FLOOR TILE (2% CHRYSOTILE) LOCATED IN THE SWITCH

ROOM AND APPROXIMATELY 144 SQUARE FEET OF ASBESTOS CONTAII~It'G

BLACK-GREY MASTIC (3% CHRYSOTILE) ON THE ROOF THAT SHALL BE ABATED BY

THE CONTRACTOR BEFORE PROCEEDING WITH DEMOLITIOt,. KEY PLN,J-RE~mTE SITE · ---KEY PLM,J-Iv1Air~ COMPLEX SCALE 1" = 1000' THE KNOWN LEAD CONTAINING MATERIALS IN BUILDING 4990 ARE THE BATHROOM

SINK, BATHROOM WALL TILE, AND THE RED P~.I~JTED METAL LID 01,1 THE WATER

VALVE BOX.

SCALE: 1" = 1000'

APPROV!IL DATE

DRAWiNG TITLE

DD,10LITION PLANS-.AREAS 12-15

I

DEMOLISH SHUTTLE SUPPORT FACILITIES

PHASE 3

DRAWN

SCALE

CCR/DR

REVISION BY

AS NOTED NUMBER EDM-1733

CCR 721 C-6 SHEET No ]_ of J1

TOP OF (N) PG 70-10 ASPHALT

PAVEMENT. ~1ATCH (E) GRADES l

BITUMINOUS PRIME COAT -,

CALTRANS CLASS II AGGREGATE BASE I

COMP?.CTED TO 95% MAX. ' PER I

?.STM D1557 7

(E) ASPHALT PAVEMENT AND

BASE (WHERE OCCURS) =!

INSTALL BITUMINOUS PAINT

BINDER BETWEEN NEW

ASPHALT PAVEMENT AND

EXISTING CO!~CRETE &

~JSJ-PuJ::;i)~l:::,c;:;tJ3J::.xg oct_c:

~, ,C,(il ·-:':>'- JG< •COuOu-fla, IO · \om-_u b2:· )c_- ~'1"_)~~ J::=r.J~~}t;[)~:;f:_K~-#lt)!:C

.--- ]~II -wl l -u-11 f~ 1 ffiw-lll ~Til~Jl~ill~:

~ ~w --_11 1=-lli-=_11 1-=- U - Jl~ -_I I~W~_II I __ JmlLmlL11illmill~W~U 1 1 11-, 11~ -

_ , I 1-' I 1-1 1--' I 1-1 '~ I~~- lt=1 II 1'--'-- 1! ~II =I I H il l - II ~ 'I '' I Il l=-

- ' ... ~ - . . . . . - ld . .. I . . 14"1 12"

EXISTING SUBGRADE vR FILL PEF "

,11N Mit' PLAt~- COMPACT FILL MATERIAL IN 6 \ REMOVE 12" OF EXISTING SUBGRADE.

LIFTS AND COMPACT TO 95% MA.X , REPLACE AND RECOMPACT TO 95% MAX IN

PER ASTM 01557 6" LIFTS PER ASTM 01557

(N' ASPH .~LT PAVEMENT (1\,

NO GALE C rl, I - 1 ,L,5,6 c- 7

-.L--

CONCRETE BLOCK

\(N) THRUST BLOCK (TB)-SEE TABLE

\ f (E) ABANDONED WATER PIPE (PRESSURIZED)

\ I f(Y) INSTALL BLIND FLANGE & TB AT \ " 1 1 1 (E) TEEs wHEN PossiBLE t.::i I I

, . :) .. I L I ~ • 1 (E) LIVE PRESSURIZED

_ J WATER PIPE MAIN

(N) DL BLINDF:NGE- J \~

(N) PEx FLGD PIPE SPOOL CUT (E) PIPE ~NO INSTALL

TO MATCH (E) PIPE SIZE.

(N) .4DAPTER COUPLING, AS

REQUIRED

12" . /NEW PIPE CAP /(E) ABANDONED WATER PI PE

_-~,--.,.,_'-.., L / (NON PRESSURIZED)

. " , 'i

BEAR ING AREA

PiPE SIZE (SO FEET)

3" 1.4

4" 2.5 r" 5.7 0

8" 10.1

12" 22.6

16" 40.2

18" 50.9 zo" I 62.8

NOTES:

I.) ALL ABANDONED PIPING SHALL BE CAPPED OR PLUGGED

2.) INSTALL FUSED PIPE CAP FOR ALL POLYETHYLENE GAS LINES

NOTES: 3.) INSTALL SOLVENT WELD PIPE CAPS FOR ALL PVC CONDU IT AND WATER PIPE SMALLER THAN 4" DIA.

4.) CAP (E) TEES WHEN POSSIBLE 1. MAX . ALLOWABLE SOIL PRESSURE (MASP) ~ I 000 PSF

5.) REPAIR FIBERGLASS JACKET AIR-TITE WHERE OCCURS FOR COMPRESSED AIR LINES.

6.) UTILITY BRANCH LINES CONNECTED TO LIVE LINES WHETHER VALVED OFF OR NOT SHALL RECEIVE PRESSURE CAPS.

CAP (E) PIPE ENDS ~~ I

C-4 C-7 r.R=1/2" TYP. ALL EDGES

. I 6"

T I 1:12 BADER fi.T FACE OF WALL--...,__ II

RETA.INING WALL AT SIDEWALK (l\

NO SCALE I_

C-2 C-7

2. DESIGN OPERATING PRESSURE (DOP) ~ 120 PSI

3. P.LL THRUST BLOCK BEARING AREAS SHALL BE CARRIED TO UNDISTURBED SOIL

APPROVAL

1 /8" ~ /3/8" Rii.DIUS (TYP)

1PAVEME~IT I SURFACE (TYP)

.---~--, ! 1/~~~--..

SAW CUT OR

----------- WOLED JOINT

~CRACK

WE,~KENED PLANE JOINT (WJ)

1) DIAMETER OF BACKER MATERIAL = W +

2) TOP OF SEALANT SHALL BE 1 / 4" TO

1 /1 5" BELOW TOP OF PVMT.

3) T =PAVEMENT OR SIDEWALK THICKNESS.

1/8"

1/2" 3/8" RADIUS (TYP)

I r:AVEMEfJT

SURFACE (TYP)

POURED

JOINT

BACKER SEALANT

ROD

"- / m EXPANSION

BOARD

EXPANSIOi~ JOINT (FJ)

PAVEMENT JOINTS-SLABS 4"-6" THICK r/3\ 110 scm

NOTES:

1. EXPANSION & WEAKENED PLJINE JOINTS

NOT SHOWN ON PLANS SHALL BE

LOCATED AS LISTED BELOW

2. EXPANSION JOI NTS AT 20' INTERVALS

(MAX) AND AT JUNCTIONS WITH OTHER

WALKS M~ D SLABS.

3. WEAKENED PLANE JOINTS AT 5'

INTERVALS (MAX).

DATE SYM

ORAV\'N BY

SCALE

Cffi/OR c-\_4j_y-7

REVISION

AS NOTED

TRADE SHEET

NUMBER

CCR 72 1 C-7

BY A'PC

EDM-1733

SHEET No. 8 of 11

:z ---' o_ a:

w o_

\ 2"1/J LII,IE POST (TYP)

\ 1 0' MAX

STRETCHER

REINFORCING

vvv TENSION WIRE

INTERIOR

DIAGONAL TENSION ROO

BARBED WIRE

LI NE POST & 3

STRAND BARBED WIRE

PAVEMENT

SURFACE

----- POURED

JWH

SE.~LANT >-

PAVEMENT

SURFACE

-----POURED

JDI1\IT

SEALANT

INITIAL 1 /8"

r-------..._ SP.'IV CUT

PAVEMENT

SURFACE

- -POURED

JOINT

SEALANT

u~------ BUTT JOINT f:r:

w :r:

_j

FENCING NOTES. I 3/4" I

I • • . g f-

(N'i CH.AINLINK FENCE 0 :oCALE

I JOINT SE.~LANT~ NEVI

SEE DETAIL (2\, "-~

i

3" 1YP

~~NEW CONC PVMT

I c-~_S-8 ~ I I

L ,, ru ru

" " ~ I +I ~

...... I "/" .r , • • • • • ~-----tt_--- -- L

-I EO EO -...___,_

I ' ~

EXPANSION JOINT (EJ) - DOWELLED

NO SCALE

#4@ 16" 0/C EW

1, NE

12'' EXPANSION BOARD

W SOLID STEEL

Sl~ DOTH BA.R DOWEL (D f--.....~ PAIN

= DOWEL DIAMETER)

TEO AND OILED

ON ONE SIDE

1) USE CLASS I GALV STEEL PIPE GRADE B FOR POSTS, TOP

RAILS, AND BRA.cES.

2) USE TYPE I ZINC COATED STEEL 9 GAGE WIRE SIZE WITH 2"

~~ ESH SIZ E FOR CHA.IN LINK MESH. TOP Mm BOTTOM EDGES

SHALL BE TWISTED AND BARBED.

3) ALL PIPE DIAMETERS SHOWN ARE OUTSIDE DIAMETER.

4 i NEW FENCE POSTS SHALL BE A MINIMUM OF 18" CLEP.R• OF

' EXISTING OR NEW UTILITIES.

5) THE CONTRACTOR SHALL INSTALL GOVERNMENT - FU R~IISHED

'NASA RESTR ICTED AREA" SIGNS AT APPROXIMATE 100 FEET

ON CENTER ON ALL NEW PERIMETER FENCING, AND AT

LOCATIONS AS DIRECTED BY THE CONTRACTII'JG OFFICERS

REPRESENTATIVE (COR).

NEW JOINT SEALANT

I ~1AX

EXPANSION JOINT (EJ)

SEE DETA.IL T\ ~

C-8 C-8

I NEW CONC PVMT

#4 @ 16" 0/C EW. NEW

REINFORCEMENT CARRIES

THROUGH JOINT

EQ -------+---- NEW SOLID STEEL

1----~-t-~-+-J 1 SMOOTH B?.R DOWEL

J;........~------;:L>L---~-----1 (D =DOWEL DIAMETER)

I

'-- PA. I ~JTEO AND OILED

ON ONE SIDE

WEAKE ~JED PLAI~E JOINT

WE.IIKEI~ED JOINT (WJ) - DOWELLED

NO SCALE

PAVEMENT DOWEL SIZE AND SPACIN G - INCHES

THICKNESS DIAMETER - D LENGTH SPACING

H, INCHES SOLID SMOOTH BAR I s

8" 1 " 20" 18"

COI,JCR ETE DETAILS

NO SCALE

WEAKENED JOINT (WJ) CONSTRUCTION JOINT (CJ)

PAVEMENT JOINTS-SLABS 8" AND TH ICKER

NO SCALE

NOTES:

1) W = WIDTH OF SE.ALANT RESERVOIR (M IN = 1 /2'', MA~ = 5/8").

2) 0 = DEPTH OF SE.ALArH. 1.0 TO 1.5 X W.

FOR POURED SE.ALAm. 0.5 X W FOR SILICONE SEALANT

3'1 T = DEPTH OF I ~IITIAL SAWCUT TYPE JOI ~H FORMER (CONTRACTION JOiNT) I

T = 1/6 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18" THICK.

4) DIAMETER OF BACKER MATERIAL = W + 1 /8".

5) TOP OF SEALANT SHALL BE 1/4" TO 1/16" BELOW TOP OF PVMT.

6) JOINT SE.ALANT MATERIAL SHALL BE ONE OF THE FOLLOW I ~IG:

.A) .ASTM D 116 HOT APPLIED JET FUEL RESISWH SEALANT

B) FED SPEC SS-S-200 TWO-COMPONENT COLO-APPLI ED

FUEL - RESISTANT SEALANT.

/l.PPROV!I.L DATE

\ (N) CONC PVMT

-- ----t-·

I

I

CONSTRUCTION JOI~JT ( CJ) - DOWELLED

NO SCALE

~ff NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

~ ARMSTRONG FLIGHT I~ESEARCH CENTER

• EDWARDS, CA

DRAWING TITLE

DETAILS

DATE SYM

DRA'NN HY

SCAlf

CCR/DR

AS NOTED

CCR 721

#4 @ 16" 0/C EW.

"---- PAINTED AND OUJJ

ON ONE SIDE

REVISION BY

TRADE SHEET EDM-1733 NUIABER

A'PD

C-8 SHEET No. j)_ of Jl

LANDSCAPING ~~EAR BUILDING 4843

BUILDING 4843 RELOCATION AND cm~CRETE DEMOLITIOI~

BUI LDING 4805 DEMOLITION

HYD RAULIC TANK A~JD CmHROL DD~OLITION

T- 20 TRAI LER DEMOLITION

NB213 SUNSHADE DEMOLITION

APP ROVAL

BUILDI NG 4874 GEr~ERATOR AND BUILDING DEMOLITION

N8207 SUNSHADE DEMOLITION

Dl-\TE

7-7-J NATIONAL AERONAUTICS AND SPACE ADMINISTRATION ~+--+----------l------1-----t

DRAWING TITLE

ARMSTRmJG FLIGHT RE SEARCH CENTER

EDWARDS, CA

PHOTOS

DATE SYM REVISION BY A'P

1--c.:d~~~,:::'l'---------+i~L-f PROJECT TITLE DRAWN BY

DEMO LI SH SHUTTLE SUPPORT FACILITIES SCALE NONE "'t~~,i~i'1 EDM-1733

PHASE 3 CCR/DR CCR 721 C-9 SHEET No. ill of J.1

BUILDING 4887 GE~~ERATOR DEIIAOLITION ~JB234 T/IJ~ K CmJTM~~!ENT DE~mLIT I ON BUILDI NG 4871 GENERATOR DEMOLITION

BUILDING 4824 CONCRETE PAD DFMOLITIOi\J BU ILDING 4985 DEMOLITION BUILDING 4990 DEMOLITION

APPROVAL DATE

7-?-

DRAWi rJG TillE

BUILDII\IG 4981 GENERATOR DEMOLITION BUl l DING 4871 WASH RA.CK P,~D DEMOLITION PHOTOS

DATE SYM REVISION BY A'P

~~"""=~~-------+--+--,-------1 PROJECT TITLE DRAI'iN BY

DEMOLISH SHUTTLE SUPPORT FACILITIES SCALE NONE

TRAOC SHEET EDM-1733 NUMBER

PHASE 3 CCR/DR CCR 721 C- 10 SHEET No. 11 oi 11