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' t T_ T - r. alls�xfi ee���l6_ ® a T ; El ®■Li� j T - r t= �_- -5JS- _ -- - - x ft. -_ MC=M_� iiwiiiiiiiwiiw -- - _ } - ,,_ tr ' -y MEOW - - - -- - - - - -- ----MEHTv _ •--- -Tr ? , c-`_ t-.{s,i` Ls 1 ' ` __.I.__I .r r -' - _- . . r I 1 t k 1 -r _ T iG-- rwo= aM 2 3 4 5 6 7 8 9 10umw00. §#o ,L, R161 R W GENERAL NOTES' o a �1 5 12 -1 k 1. ALL WORK SRALL BE AME IN ACCORDANCE KIN THIS PLAN -a Ill 1 AND TIE COUNTY (F SAN BERNARD** STANDARDS AND SPECS. am la P ; R 5 I N KELL P'$ WIS D + WP w Il Z BEPREEHHIREDD PRIOR TOOTE BEGINNING TOF*ANY `NRK ORT@YS- F m U%T v 4 '' IQ $I /RUCTION ;WITHIN THE RILM-OF-WILY ER EASEMENTS. 24 a 0.I0' woe I I { F N W m• l I 3 ENABLE THE STAKES CWTRAC SHALL BE SET 111 CA1SnY 1PlIUt ENGINEER WORK TO PLAN kl • K '/H '� '^ . s�V �n� CURVE DATA ��5. `it' ALL PD'ELMES DR SUBSTRUCTURES OF ANY KIND QUID TELEPHONE el RA/ /J `0. 3913 • '� B DE POWER POLES, WATER ETERS VALVES. HYDRANT. ETC) SEWN SgS /^�44! r - m' Y m � I E RP,SP *q O OR NOT SHOWN ON THSES PVNS WITHIN THE LIMITS OF HES ICI 1/2 • elm S&. ST. . . .a. Pr .v .r® -. ORK _ V! 1__ I _ I�1I '`\ �� IS TIT XD BE DONEE SHALL BEREMOVELOPMENT DR IN ADJACENT VED OR RELOCATED EAS WHERE Rµ1 REQUIREDOVEMENT W _ _ __ _ _ _ :• -.-~Ujy- - 1 _ LI .TI ISI L- 1! TIE OWNERS RESPONSIBILITY TO NDTO'Y ALL AGENCIES -- - - t L�� SHALLMENT. IT COSTi COUNTY TRANSPORTATION DEP CLIN B. r EXISTG ERE OF PAVEMENT I .- S ,jG.A ._ 95�f- qN% TO� S CO'wACTIIM TEST OF ENHNK1EXt CONSTRW:iAM, PENCIL HACAFllt A' / " t COMPACTION OF OtIG/NAL GROUND AND ALL SWEGRADE SHALL BE _- _ CO .-- —s Al/' q _ _ 16 _ __ _ _ _ _ _ _ _ PERFORMED AT NO TESTSCOST TO THE COUNTY. R WRITTEN CONTRACTSREPORT WITH �p Cr SLOVEN 4� - /, .(�- -- - -- G - -'HIGH RISK GAS LINE q COMPADMINISTRATION TE DIVISION BE THE SUBMITTEDCOUNTTO TIE TRANSPORTATION I� T^ SLOVEN . _____4‘ 1 `9'/ . 6 /_ 1-__ r- r_ _��- pV K \I PRIOR TO PLACEMENT T MSE MATERIALS AND/OR SWFACDIG. - - ____ _ .. -_._ _ _- - G - -.-- -___ -- - G -- - HIGH RISK GAS LINE -- -- - V 6. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SII. WHICH G __ __ __ -_ _ CONSISTS OF A ROCKY MATERIAL. THE SUBGRADE SHALL BE PREPARED K __ __ y -__ __ -_.._._ __ __ __- V_ - .___.._ ___ y_ -__. __.-_._ _._ _-_ BY REMOVING AUL ROCK WHICH PROTRUDES ABOVE TIE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SMALL K FILLED WITH A EINE CRAM MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, A SOIL STERRANT REGISTERED BY TIE FPA FOR USE UNDER AC a ER PGG SH&LL K UNIFORMLY APPLIED AT TIE MANUFACTURES CONSTRUCTION NOTES' APPROX QTYS. SI RECIONDED RATE FOR TIE FULL PAVEMENT MPS PRIOR TO PAV7. AT TIE COMPLETION R' PAVING. A MATERIALS REPORT SMALL HE 1 - CONSTRICT CURB 6 GUTTER PER STD. 115 SUBMITTED TO THE CONTRACTS ENGINEER OF TIE COUNTY ROAD - CONSTRUCT 033' AL. ON OSS' CLASS B d DEPARTMENT LISTING M1 TESTS DR DETERMINATIONSCOMPLETED BASF OR 0.25' (MINT PULVERIZED - 5128 SF. < I TO VERIFYL (A) STABILITY, OR CONTENT AND SIEVE ANALYSIS 1�1X AC. (TO BE HONE BY OTHERS). DE ASPHALT SURFACING, CB) R-VALUE SIEVE ANALYSIS AND SAND © - CONSTRUCT COMMERCIAL DRNEVAY PER STD. 119 - I E0. EQUIVALENT OF AGGREGATE MSE. 8. CURB AND GUTTER CRESS GUTTER AND SPANDRELS SHALL BE S9 RAW- ® - CONSTRUCT 4' CIVIC SIDEWALK PER 510. 1➢9 3 - 812 SF. CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS. SECTW.S 333 $f, HAVING GRADIENTS Or 65O% OR FLATTER SHALL BE WATER E. e - FEATHER A.C. MIN. 2' TESTED IN TIE PRESENCE OF TIE INSPECTOR IMI EM1tLY PRIOR MORE © - SAVOUR EXIST. PAVEMENT TO NEAT CLEAN EDGE. TO ACCEPTANCE. SORE THAN VMC* NAVE WATER PONDINGCUT AND 263 LF. THAN 6• VIDE OR CORE TNN .' COAG STALL R AND REMOVEDTHAN IN LEMONS NOT LESS TXI' E µ➢ REPLACED TO sr O - INSTALL MARKERS PER STD. WI. REDUCE PONDING TO THE MAXIMUM SPECIFIED. ® - PULVERIZE PND BLEND EXISTING PAVEMENT AS A 1Rµ$PORTA1lON DEPARTMENT APPROVAL DOES POT INCLUDE IY W_ PER COUNTY LESION ESTIMATE OF QUANTITIES. ice» o - I — _ _— r yAMP. a'3Rp Esau NOTES' V.E.MM MANILA➢'* CO __ m r a ®WO.�CT 1 I g iRH1LAINo amBD I.EXCX HISS ELEV - 99111 O µ VER AVNNL 22 FWT mED DEDICATION IX. 1 V ` I \ ' u`3 OVER AVENUE IS PERI a BE sun v4K ' I L(J U ,). QS. AVFME ANO 20 EAST OE CONSTRUCTED PRIOR 10 OCCUPANCY. W I n7 To zz x TE .. L y Cx1SELE0 v' TUP Ma 1Y SMm P $L WEO p SIDEWALKS AS *OWN ON TEE PLAN SHALL NITRON END OF CURB 295' SOUTH OF SMLO�VVR gVENyE CE® , >saT.- l y iZC CG., W' TYPICAL SECTION I .-_ / W.F. 21!f/ta�l�f221��1�f(� FIELD BOOK REF. COUNTY OF SAN BERNARBINO STREET IMPROVEMENTS W. N. No. Et* IMILa PuLSgNN.Tl�J611\cLgSLSIN'. vw } - .l• RDA DEPARTMENT SL ❑ VER AVENUE ROAD NO. 1 J --- DESIGNED By *AWN BY DcHECKED BY APPROVED BY 509.54 FT. EAST OF BANANA AVENUE 760800 VICINITY MM I ' STEL 4818) 919-5061 + - - L - p 1 I - - j ( __ __ _ A,P ,N, 36-031 -04 5 & 6 LIMITS 143 U - - F - -- SUBMITTED BYE R -- -- A •I - - - ----- ASST COUNTY EXLM-ROADS BATE _ I� - - RE------DEnFAPPRo Ev BY FONTANA AREA 1 ' 1RCCCE 28595 T .. . . - _} _. -__ Onf C - A-rr 6'74-99 a I 9 -AaR 1 - :cv:i�s 1-w win $$r atlnD taMxlsnolER-ERGO. --D-Ar COUNTY EnGR. DATE SHEET OF _. . __ .. .. ___.. - . . . .. 5352.- 1 _ ,. . .