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T ... . ... . . ... . ..... . ..... . ...... ...... . . ... . ... ..... ....... ... ... . ..... ... ... :7 . ...... ..... . ....... ..... . .. . ...... .. .... . .... = . . ..... . ..... ........... . . ...... . . . ...... ...... ..... . ..... .. ..... . ..... .. . ... . ...... ..... . ..... ... .. ..... ..... ..... ..... -47 .. ...... - ..... . ... . .... .... .. .. ..... . .. . . ..... ...... . ..... .. .... ..... . ...... ..... .... . ..... .. . ...... . ..... . ..... ...... .. . .... ... . .. E . ..... . ..... _. :7 - .. I 4 .. . ..... ...... . ............. . ..... ..... .... . ...... ...... . ..... ..... . . ..... ..... . ..... no 07 9 8 7 Iewlsr f AC -2 420 , Po FA !Ef.4,9,4:' 74 AQof L 0 0 00 ENGINEER'S NO`rE TO CONTRACTOR Tne.existence and location o ' f any underground utility pipes, I conduits or structures shown on . these plans are Obtained by alsea�rcn'.ot the available records.' �..TO tne best of our know ledge there are no existing utilities except as Shown on these plans. �The.contractor Is required to take due,- I I 'PreCaut-lonary measures to protect' the uti I I ty, 6 nes Shown 'on these drawings. The contractor further aSSUMeS_dI,t .-liability -and responsibility for the uttrfty plpes� conduits Or :.s truc tY r.es .Snown. r., not, drawl ngs, Contractor-agreesl.thatLhe Snail assume 3ole -and complete re5ponsibl'Ity for the JOD stteicondcittnions during the course of construction of tnia.projec . nclu I g, "fety of.all persons and property; that this requirement $hall apply continuously ­ and not be limited to normal working nours; and that the contractor Shal I defend,. Inaemni fy and no.Ld_XrR5=0 OWNER. and the ENGINEER harmless from any and all I ao real or ageged. In connection with the performance I ... tyi:i Of work o tnI proj t, excepting for liability arising from the sor&-negligenca of the OWNER or ENGINEER. L r -AY, r ! 44 6 5 4 2 0 PROJECT SITE IREMAIN 15, EXISTING COUNTY ROAD$ WHICH VILL REQUIRE RECONSTRUCTION SHALL�' OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS GENERAL NOTER ONTA910 LEGEND 1, AW WORK WALL BE DONE IN ACCORDANCE VITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. Ili NO I CATES EDGE OF PAVEMENT 2. A PERMIT WILL BE REQUIRED FRO" THE S.D. CO. TRANS. IDEPT. PRIOR 14MA V_ K AIFCP;PR-r IL SAUTA > -( AMA TO. ANY ENCROACHMENT OR CONSIKUCTIUN WITHIN THE AVe. IS.- SHOULD ANY EXISTING MP GICH BE LOCATED ON A DEVELOPED. CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN rLACE NEXT TO INDICATES A.C. PAVING COUNTY, EASEMENTS OR RIGHTS-OF-VAY SCALE 40 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUSCRADE Of ROAD A/P. 0/w, RIGHT OF WAY d3 OR DRAINAGE FACILI-TIES. A $OIL StERILANT REGISTERED BY THE *�1>3 .­fNDICATES E P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED ,c A T14E MANUFACTURER*$ i RECOMMEND ED RATE FOR THE FULLPAVEMENT BEHIND THE��HEV CURB IN THE VICINITY OF THE BEGINNING OF CURB RETURN OR' -A4 OTHERWISE OIRECIED BY THEENGINEER. cr_ No. 28501 I CATES. TOP OF CURB J WIDTH PRIOR TO PAV INC.. --rNo I CATES* FLOW L I NE 4,' AF fHE 88fiPbEf 18N OF 101191:118H GRADINSP A AND­tft ee SUBMiffee 1ENOINEER :F8 -VHv: NO PROPOSED ELEVATION fait REYIEW _�ZA_ WYEN WIWI AIL INDICATES ON I NO I CATES EXISTING ELEVATI a. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND. ALL $US-CRADES'SHALL BE PERFORMED AT NO COST TO SANOERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OFISAN BERNARDINO CObNTY TRANSPORTATION . QUANT I -T I FS ESTIMATE DEPARTMENT FOR APPROVAL. PR A-TQ_PLACEMENT OF -,BASE hATERIALS AND/OR SURFACING. �A.C. PAVEMENT ..................... ..................... 3,.OtO S. F-. - ------ 3rr— T S. AT THE COMPLETION OF PAVING. A MATERIALS REPORT $HALL BE LMOND 5 AVENUE 4 2 SUBMITTED TO THECONTRACTS ENGINEEROF THE SAN ERNARDINO'COUNTY S" CURB & GUTTER ...................................... 330 L..F. .-TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DEtER"INATIONS =X 77 AA=- COMPLETED TO VERIFYs Ez r 'VALENT A.C. BERM REMOVAL ................... A . R -VALUE, SIEVE ANALYSIS AND SAND EOU I OF AGOREGAtE B SES. ASPHALT ;�SAW CUT EXISTING PAVEMENT ........................... 330 L. F. B. STABILITY. OIL CONTENT AND BIEVE ANALYSIS OF SURFACING. tc) --A - MMED AT L FOLLO NO A MOVAL OF EX ST NO P VEMENT OR DIKE OR & jel 5 r�, R1W CURB AND/ORGUTTER, THECONTRACTOR SHALL DILIGENTLYPURSUE THIS. .4) __j CA CONSTRUCTION NOTES PORTION OF WORK UNTIL COMPLETION. GV 00 CONSTRUCT CURS TTER PER STO. NO. 1 15, 00 .9. AN ENCROACHMENT PERMIT MUBT FIRST BE OBTAINED FROM THE COUNTY* 2;5 A. -C. PAVEMENT -OW ': TRANSPORTATION DEPARTMENT PRIOR TO MAKING 'k,APPLICAtION AND "i" �5v TRUCT ISSUANCE OF A GRADINGPERMIT OR BUILDING PERMIT. 6RTATION DEPARTMENT 'APPROVAL DOE# NOT INCLUDE WATER OR -811 A.C. DIKE PER to, TRANSP CONSTRUCTL STD. SEVER SYSTEM OR ESTIMATE Of QUANTITIES. NO.. .1 1-7. )TA-ruRIV DA-rA 11. �,A�'PER"IT SHALL BE OBTAINED FRO" THE C"TY TRANSPORTATION TRIM TO NEAT VER DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. N TICAL EDO IN ORDER TO HAVE SMOOT44 JOINT. 12. ALL PIPE LINES OR SUBSTRUCTURES OF ANY-KI"Do AND TELEPHONE OR A POWER POLES. WATER METERS. VALVES HYDRANTS, IETC.. 614OWN OR NOT. SHOUN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT ORAN.� -OM -W, --C.0 Tz20­ C L 51 _UC,T _R151 ADJACENT AREAS WHERE IMPROVEMENT WORK tS TO BE DONE SHALL BE� REMOVED OR RELUCATED AT DEVELOPER'S EXPENSE. AND AT NO COST TO�i -r 2-0, C THE SANSERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT -SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. t4 VuLCY eto. 8 L 13. CURB AND CUTTER. CROSS GUTTER AND SPANDREL 'SHALL BE. So CONSTRUCTED THAT A MINIMUM OF PONDING OCCURSt SECTIONS HAVING GRADIENTS OF O.5OX OR FLATTER SHALL BE WATER TESTED 'IN THE PRESENCE OF THE INSPECTOR I"MEDIATELY PRIOR TO ACCEPTANCE. SAJ I DMILIARPIM0 r-jeeVWAY SECTIONS WHICH HAVE WATER rONDIHG MORE THAN 6" WIDE Oft MORE THAN 4' LONG SHALL BE SAUCUT AND REMOVED IN LENGTHS HOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIM" SPECIFIED. IA 14* IF DURING CONSTRUCTION. CRO" WATER IS ENCOUNTERED. SYSTF"' AiAMRT 97e. SLoVE-ft Av&- APPROVED , BY T14E SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT 6HALL BE INSTALLED TO DEUATER SAID AREA AT THE DIRECTION Of THE Ili W -SOILS ENGINEER. 22 Z. J=C-ATMeX VA91ES /or 57 RXISr _j TYPICAL. ISECTION' !!'ALMdND AVE. Ot _j N T ER I M—S*6��RA L'S E�C-FMN— --------- --- %L,�_j 11-DGINAL A VAI PROJECT SITE IREMAIN 15, EXISTING COUNTY ROAD$ WHICH VILL REQUIRE RECONSTRUCTION SHALL�' OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS ONTA910 tj Ili . DURING ACTUAL CONSTRUCTIQN. POESSiav 14MA V_ K AIFCP;PR-r IL SAUTA > -( AMA AVe. IS.- SHOULD ANY EXISTING MP GICH BE LOCATED ON A DEVELOPED. CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN rLACE NEXT TO G U EXISTING PAVEMENT UNTIL SUCH TIME AS THE UIOENED ROADWAY IS OPEN A/P. d3 *�1>3 FQR TRAFFIC. AT THAT TIME IT VILL BE RELOCATED THREE 01 FEET 'THE �A414eS AVOSr .44,014 ;*0e 1W 7, 0 ,c BEHIND THE��HEV CURB IN THE VICINITY OF THE BEGINNING OF CURB RETURN OR' -A4 OTHERWISE OIRECIED BY THEENGINEER. cr_ No. 28501 4 7' e.4AIAtVA .4 V�- .0 c&4 III juRUrA tvc- A ZlAld=- 7APAc.-A A4,es. CA0 CA0 VICINI TY MAP NOT TO SCALE CIVIL ENGINEERS FIELD BOOK REF. COUNTY OF SAN -'BERNARDINO STREET IMPROVEMENT PLANS W. 0. NO. .,-SANDERSON ROAD DEPARTMENT & LAND SURVEYORS, - INC. S. -A' No. W142-105 ROAD -NO. 9587 Arrow Route Suite H - DESI GNED BY DRAWN BY R66 4' -7 CHECKED BY /_ APPROVED BY ALMOND, AVENUE 114100 RANCHO- CUCAMONGA* CA 91730- FILE NO. (714) 980-1:211 SUBMITTED BY 64' C.D.E. STA. 3+30'to, STA. 6+80 106-10 MENDED/APPROVED BY ASST. COUNTY ENGR.-ROADS DATE 1j,<4 11EIRREld 'FONTANA �CA. SHEET of t-f-lboU317 If.- GUTI*1�31R.C-E.28501 Exp.3-31-90 ARK REVISIONS APPR DATE. I ASST. ROAD-ICOMMISSIORtR-ENGR. DATE OUNTY ENGINEER 6ATE %L,�_j 11-DGINAL A VAI