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I. ALL WO¢K SHALL. ee DONE IN ACCoODANCE W" THIS PLAN A 4P THE. STANDATZD5 AND SPECIF I CATION S
OF 114E CaLWTY OF SAN BESLNATZDINO
2.A PE.>'LIA1T `0./ILL.- 5E tZ5011JIRED FRO/A THE SAN 0E7_MATLDINO CoUtITY lT ANSF=TA-RON DEpT. P210 Z. TO AkIY
Et,L-=Aeli/A6M-r O2 Cot4STfLIKT10A1 V rrHIN TME DEPATLT/AENT5 EASE/AENT OVE RiGR-r-OF-WAY.
36ADEQUA-M STAKES WILL. 5e SET 6`( THE E3dGINEF-M 1I5 ENABLE 'TRE. CoNTiZAC7b Z TO COMS-TIZUCT -TNF \\/07-9
TO PIAN GIZA.Dr-5 -
4 .ALL PIPELIKES OIL SLI595MUCTUIZ6S OF ANY KIND (AND ALL -MLEPFIONE OSI:• FbWETL FOLZ_S�\VA'TEM NIETEQS, VALUES
OSC Rv=A.,\TS, r -Tc.) SHOWN O2 AOT SHOWN ON THESE PLAI\LS \VITHIN -Me L.1//\NTS OF TRIS DEVEtaPE/AEI�IT'
OIZ IN AD-1ACF-MT AREAS V Rene L/APWVE/AF-WT \\RDR•K IS To M DO14S, SHALL- I3E ME//IOVED OQ =LCCATE.0
AS 96QUIILEj AT NO CAST 70 THC SAN MIZMAMOINO ODUNTY T9ANS?0Zl_XTI0N DEPT" IT SHALL FSE
THE ONNER.5 7_eSFb W S 1131 L.ITY -its NOTIFY ALL AGE.NC1 E.5 CL kV:E l-lE1 D -
5.COMPAC.TION TEST OF EA I!AKICJAE rr (33MS7rZUcTlom , 7 ENC.I-I 5CKFILL, C0lAFACTING OIZIGI NAL GROUND AJP At L.
SLID-GiLAD'ES 5"L 5F_ PERFC AZC> AT NO COST Tb SARI OETLNAjzDll.lo CouWrY. A WZI-rTE-M QEFb2T WITH
TReSE, G3AFACT10N TESTS 5HAL.L M SU15/AlTTEp To THE CDi�ITRACTS AMUNISTRATION DIVISION
OF THE CDUUTY TZANSPOMTATION DEQAXLT/AEt4T_ FOiZ AFFMOVAL, P(L101Z -M PLACE//1ENT OF 54:5C
#4klM IAL'3 A90/oR_ SuRFACII�iG .
6.NHEN ASPHALT CONCRETE IS PLA(.Ep OR NATIVE SOIL �VRiCH COI.ISISTS OF A IZOC.KY #1 A-MIZIAL)TAF_ SLZ-
017ADE SHALL. M P(ZEPARED 8'Y MelAoVIKca ALL MoCYS WNICH PfwrMUDE. AESOVE TRE S05Gt7A0E ANP ALL -
VOIDS O¢. DF -IR ES510l-IS SHALL BE FILLED V\IITI-1 A F1NE GmADE /AA-rMlAL- OF A QUALITY BETTETZ TRAM
THE NATIVE /AATEtL.IAL.IF ASPHALT COIJCrve II- IS PLACED DICZEC.TLY ON SUB-GRADE,A SOIL STETLILA.AIT
QEG IST r -a ED eY THE S . F.. A . FOS- USI= UtADEtz A. C . O2 F- C •C. SHALL bE L NI FOWAL:f AppU ED AT THE /MNU -
FALTUREtl.%S RECD//VAENDED IZATE FOQ• THE FULL PAVE//IE.NT WIDTH PCLIOM -M PAVING.
7.rAT THE CA/1PL.ETION OF FAV IHLG,A /AATEfGALS REFrMT SHALL SE 5L9VAITTED To THE ownZAC_'TS eNG(PIEE2
OF THE SAM aerWA=1140 CDUNTY "IirMSPDXTAT101V DEt'AfZTAENT LISTING ALL TESTS OF OETETZI/UNATIOIJ)
OOhPI.ETEG TO vemlFY if: Ca—) ft -VALUE, SIEVE ANALYSIS AND SAM0 EQUIVALENT OFAGGREGATE elAses•
(to) STA&L.1TY, OIL CCNTeMT AND SIEVE ANALYSIS OF ASPHALT SURFACING .
S• PAVE/AEWT SHALL NOT PSE (LACED UNTIL ALL UACV 2r ZC)LJgD UTILITIES HAVE 5EEN 1NtSTi4L1E0 AMP 7eSTEfl-
9. AT THE COAPLETION OF ROIX,H C19APING, A /AATaVALS R.EFOrCr ARD PROPOSED STR13CTURAL Seano J SMLL
EE SoeVA rTEP ek 'TRF_ 'TRACT ENGINEECZ TO THE LOCM.- f1GAQS SECTION OF THE SAN 15EtU mzOIMO ODUUTY
VpAjo vEPT. R7(L MeAEW AND EVALUATION. APPfWVAL- WILL 56 GIVEW %jpj N ALL STMUCTUMAL- SECTtoN
9EL1u1RE/REN175 HAVE 5eElJ A^ET.
FIELD BOOK REF. COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
DESIGNED BY I DRAWN •Y CHECKED N APPROVED 13Y
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sumf r r t D Or "C.D. E.' ASST COUNTY E NOR - ROADS DATE
RECOMMENDED /.AMDVA&%DY
jjj� 1111111
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A.S.., No . W79 0132
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