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A . GENERAL

CIVIL SPECIFICATIONS

1 . LS ANDY METNDS OF [ONSTBICf t01A SHALL BE TR AOOSTOAITCE WITH REFERIIICED SCRIFFIS BY THE

'ST HEARD SPECIFICATIONS FOR PUBLIC RINKS CONSTRUCTION", 1905 EDITION. AS MUBLISHEO BY THE

SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATIONS ABU ANSOL IAtIN GENERALCONTRACTORS OF CALIF . . HERE [KATIEA REFERRED TO AS SSPWC . ALL PRINT"ON S CONTAINED IN THE

nln FH: MFASU EMEM AND '"ENT ARE NOT APPLIC BLE TORtFURPLE1 FI xv

WJRK PERFORMED UNDER THIS CONTRACT .

2. MATERIAL ANC CONSTRUCTION SHALL tAMFORA RD IRE FOLLOWING SECTIONS OF TAP SSPWC .

SECTION ADO ROLE MATERIALSECTION 201 CONCRET E

SEC ']ON 03 LMIN0113 MTERtALS

ICESECTIONRA B

WAR FARITHIN 001 SUBGEKPREPARRT[OA ANT PIA[EMENT BE BASE MATERIALS

SECTION 302 ROADWAY SURFACINGSEC 0. ' HE

B. EARTROK

1 . EICIll KCAVATEN MA TERIAL DRSUTTABLI F9R TRLVAL . IN TxE WORK SxALI BE DISPOSED BEBYTHE CONTRACTOR

E

2. ALL BACKFILL SHALL BE NECHANTCA LL Y CONTACTED TO NOT OF MASIMJN DENSITY WITH OPTIMA MOISTURE CONTENT .

C. PIPE

1 . THE FORCE WAIN SHALL BE CONSTRUCIEO OF [TACTILE IRON PIPE MEETING ANSI A 21 .51 (AREA 151) WITHMECHANICAL JOINTS INSTALLED IN COMPLIANCE WITH SECTION SON OF THE SSPWC .

0. ASPHALT CONCRETE PAVING

1 . AGGREGATE BASE AT LEAST I - THICKER THEN THE E%ISTTHIS BASE SHALL BE PROVIDED WHERE BUDIATIORD .

MATERIALS FOR AGGREGATE SHALL BE AS SPECIFIED IN SECTION 2D0-2 .2 . OF THE SSPWC CDNSTAUCTIDNOF THE AGGREGATE BASE COURSE SHALL BE AS SPECIFIED IN SECTION 331-2 OF THE SSPW0 .

2. WERE PAVEMENT REMOVAL ANC REPLACEMENT IS REIUIREC, THE CONTRACTOR SHALL CONSTRIC TTHE NEW ASPHALT CONCRETE PAVEMENT IN TRW LAYERS OVER A PREPARED CRUSHED AGGREGATE BASS . THES .C. BASE LAYER SHALL BE CLASS B-AR ROOT MIXTURE, CRC TUE TOP LAYER SHALL BE CLASS C-AR AT®

MUM TRIAL THI[KNE55 OF TRENCH RESDRFACING SHALL BE 1 H ATER THAN THE EASIIN G 111 GREAOJALENT PAVEMENT .

3 . RA EMENT . DENSITY AND SMOOTHNESS OF PAVEIIENF SHALL BE AS SPECIEIC I% SFRTOM 102 OF THE SSPWC

AND SHALL BE CONSTRUCTER TD THE TRUE GRADE AND CROSS SECTION SHNN .

4 . 10LNVELL MAT MA KE TESTS TO BUT-Ell THY DENSITYATENOIx

1.ETEDPAKEMENF. PAVENEFTAREAS THAT FAIL

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IED RLAD C ILL E INSTALLED ATIPE SUPPORTS 'SINGSEAqx AD~R DR3utrv uav . sLE .rL z, rc. IBUNHFD WDao5

2. EACH PIECE OF PIPE OR FITTING PLACED ABOVE GROUND SHALL BE

CND MA[MUNTSUPPORi SPAT ING SHALLReEWZ

iOU IN 3 OF THE BELL

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A . DIAP HRAGM JOINTS SHALL BE NET III" WELDEI DIAPHRAGM TYR E

ESPA NSLOW JOINTS. III POUND CLASS OR EQUAL .

DIAPPI PE

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G . TOPO GRAPHICAL DATA FROM AERIAL PHOTOGRAMETY OF MARCH 21 . TANS .WAS

VERI

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R IS RESPONSIBLE TORTO BIO1 -

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UND UTILITY PIPES ,PLANS ARE OBTAINED B Y

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PLANS THE LOIITRALTOR I'1 REpU [RED i0 TAKE DUE PRECAUT-

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57 _-_-_33/K I2 6940

ROCKET ENGINE FIELD LABORATORY - SANTA SUSANA, CALIFORNI A

DANIEL, MANN,JQHNSON & MENDENHALL NORTH AMERICAN AVIATION, INC .

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ROCKET ENGINE FIELD LABORATORY - SANTA SUSANA, CALIFORNI A

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