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Home My WebLink About4451-1 pi t . 4. { MIN IM II=MO MIN1111111111111111111 Mill ME 111111111M1 I= IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIMI I=I=MEIN ME MIMI NMI Nil OMNM:IMIIssa1111111111111111110:>• I=IIIII Mil 111111111 MIR I•NMI==I EMI sNM I==II IIIIII 11111.1 IIIIIII 1=sMEIIIIIIIMN MIN II=NMI=MINI SI=I=r•MINI IRMO5MIN NMNMMI=II I=MI1111.11111111111INN II= 1=11 IIIIIIIIIEIIMINN MI MINI111111111•111IMO=I•IIIMI IIIIIII GENERAL NOTES 1. ALL WORK SHALL BE DOLE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. �isss�s��isissisiss��lMS�Siswisisisisssissisiss��iss��t��>•t•I•��I•I•��I=Ml��>il•t•��I•��I•�I•��MMI•�� 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY 0 TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS 0 in PROJECT. co T- �i•1.1 .1•1��1■,�.•..7-1.1. .'1-,...17 �. 3. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM TIE COUNTY ^, tttt�t�ttttt�lttti•�1ttt�lttt�tttti•ttttti•1ttt�ttttt�ttttt��>�St♦�M�� mmumm�mmmm� m�!♦m�mm � mmumm� mu � m��ii iiiliilii3iMYliliiYliiiYiliii��M TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE ` I in WIWI OF PERMIT. Y ..aa. 441. 5 �� 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONE POLES, COT __ .-. POWER POLES, WATER METERS, VALVES OR HYDRANTS, ETC.) SHOWN OR M+ := ,• • IN ADJACENT AREAS WHERE IT SHOWN ON THESE PLANS WMPROIN THE VEMENT WWORKTS OF IS TO BE[S DONE HALL B OR ■■!liiiiiiiiii■■■!itii■!i■i! ■iiiiiiliiliiiiiilii■!■!■!ii■i!liAiilli■i! `! ■ii ■■■ ■■■� ■■■■■■■�■■■■■■�■■■■■■■■■ ■aa-wwa.�. ��•� .... �'••... REMOVED OR RELOCATED AT THE DEVELOPERS EXPENSE AND AT NO COST ■ ■■■■ !!!■■��■■■■i!■■■■■moi■■■■■iiiiiiiIMMIMI MIPZIM■■!•iiiIMMIN F;:i■■■M!■■■■_ iliII■■■�wa9lii " ililwl IMIEVI�M��MIMM�i1 I�t��1•�.MMI•�� TO THE COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNERS 1,.,1►-_ aaLJa•IJ• wwl•• i.a. a..a, aaawwaa.wl -ra�t•a��101 RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 1111 11111111MMIIIMwwIM111l1111ll1111ll11111_VIII-Illi1111ll1111l'1_lllllllll,111111111,_Illllllll,ll_1_MIAMI■_1_llllll IIIIIlll■_11_Illllllll,llllllll 111111 IIII INIIIIllllllll,lllllllll,lull 1REIHll-_1111-IIILLIE�lllllllll1ll111111 IIIM�M_IIII lIEwlllllllln lllllI lllll��-11111111._©II�111111111IIIIIN 1111♦11111�\711 __IllllllllI1 414a.��L",► ��M��v��iaL•:J�1♦�lJ/!N♦��1�1i?.�1M�1♦t!1'�1.7��I'I:Maa.a� "•.l.AM ��1 >..-� ...-aaaa�a.a.►.. �••1MV••,�/M• 5. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER .r�at•��a�a.Ju-.. .aa...I r..�a�..1..A/..aa� - .,.�.a•Cu��t�■.,/�rl[L'1. �1.u1.- a�a. ■aa- 1�1....ww..-ua:t..=.aaa.a.�.w1�=i_�__-____-'______! SYSTEMS OR ESTIMATE OF QUANTITIES. ..-1 t-1 A..■www�il•.•a.wwwt•,1\� ■a.- `www•■OM1•/1.1��a�\.r•.•.r-fir �wwswssss��wwwwwwwwwl�s��- IMIIIMMIMI��t�11:iMIMMI ISSIB TA ia��MIMMI�1�M��11 MMEIM�<rTlf 6A11===te-dia �.C''''a'""'''. �-I .r.i ■�■ �..ww�./lav�r.�. �.aailr.� ��i. www www wwww S�SSSMMIItlltlttttr1111111111111111111111a111flt�11118atttlttlrtltttlrtlttttItlt MINIFOal��A�MMIMID ` !'=11jth+Ms�=�="Mm�we.��17:':m:cl:�"1�hatowm nnic��1� m� miiI�I�Smi��,1♦�mommum♦�� mm��mm� m=wwwCww= =� . 6. COMPACTION TESTS OF EMEANKENT CONSTRUCTION, TRENCH BACKFILL, �wwwwwwwsswwssm �www »�I:'imSw�t2::Il�www ratails�im��lsttl� ��:'X31♦ mom t:' uIgial��l3 iii-hams[1mm��mme�1♦emlilmo��im � mim'I�� m �m�m�mommm�MMm��iimmwww. COMPACTING ORIGINAL GROUND AND ALL Sl1BGRADES SHALL BE PERFORMED a•:- ..Ila►:I•,...w�aam-.1..•-W ___ AT NO COST TO THE COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS - •DOa■www�l.l =:.'-'i.:�w�....M_. _ ======= �=== w ==============================ww�w== w ww=�=��'��a.a�w�� _____ __________________..__-ulim"=� +____S_________�'____:__sw.-_-_-__________�____'__-_______'_ __ am__�-__C� mumosmmw��'ww��wwww SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT FOR ��=�<Lv��i��■1��11�"iiillS��S��S'��i�S��1+. �� C�� APPROVAL PRIOR TO PLACEMENT OF BASE OR SURFACING. sswwwww��sww��fMIMIC.X11■I��l�ii��t♦��1♦�� w:'L.�ww� �� ■■■■■■■■■im■■■.■■■1111■!i■giim■iii■■■■■i■■i■■■i■i■■i■■■■m!nn ■■ mmo iiiii■!■■■■ ■emlEm r l mmrm ��=M=w-=w= 7. APROPOSED T COMPLETION OFSEO101SHALLGADING,3E MATERIALS REPORT ANJ THE ENGINEER era -7"l+••I-1�..1L-N•.Y.1-1-1♦ww►� TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ...�ww�w-UUI UI-I---I1•�11�l.I-, 11tI.1•11s18tI1r•1t11111m tttl•1tt�ltttllttt�lttt�lttolttttl•I11S111<mI1t11I1111•S1ttI�IIt111IlItttl��I1111111tt�lsswlsssiswiswNsslsswissprs,Ame nM»Il , .s mome issNswws .j• ... • Tis•=mmumwJSamI�mSmmSmmum�mummomm� m�� mism�� m1•um�mim1•�� ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND _ 1./..\./••••I•.�I•\.-..\r.Y.i.l..w��ww��ww■tel.\�\.I.i 7.!•.�a-wwww�� ________S___-___�____________!'__a___'_'_�'_� .•....1a.►.1...i......waaa _-___-- _��_____��_�� EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL �ww�.....ra..rl�..i ..w.. •� SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION ..ww.l..�..lr-.�r�..aa� r.�waaar. ,� sis�isisisiwist•�is�ssis�wlmss�isisisS�� aumumm iilimEi� ��5��I==>•s��mums��s�1m'k-miammm��1�mm1•m[i7��1•ms��mmmmum ��m�� OF SIEVE INCLUDE A ANALYSIS AT SAND EQUIVALENT TEST RESULTS, A STATEMENT OF lsissMINMisisisisisiss�wiss�isisisSSSSSSC7lisiss=/��S�l•t•S��S��.=�Ii��>•=5�� :�N:i�'��l�V��1i��>•lEC��1•��MI��MISM��>!�=��C�� RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL • ,■ -� \mow-. .-..�wwww•��ww..r 1•�wwwat•JI Misiss�issiswisiwsst�is�isww� il..4:11Mmtiwi iss 1w mmumm iiii[•uI•mu1• miolmI/1-rl■�iSmli��momiiSmum �C=Iii�I•�1�iiimiez-li M�mv' . m R-VALUE TESTS PERFORMED. INCLUDING EXPANSION PRESSURE READINGS. siss�MIisissf :':;o■isiss�isisisis�.� ., MAIM!ISSIL1:�isIIss•:�isisisl�S>��IMIMII•:��Ss•��s�=SSIM !OONI: =I�itR:Ci��iiONAI>•��r•1CAI��f•��IMMIWW:II:II��C�C�=�= � MIIIIMIIMMIIIIMIIIMIIIIIHINIIIIIIIIIIIIIIIi1t11MLiMMEmmummumlimion/ImmumaS amaiiaahra aammam immuimilimmml111111S11111MMIOMINIIi1111101111111=:.1M11:=11111101111111iMIN11111111111• s•Mt4tmumoiiaLJmmumiWibummummo..•.,._ APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS ■■11.11!■ !!■■■■■■■■■■■liiirAMEUM!■■■■!.!EP?!i!■!!MIMlrg!.n!■■f.'7a■■■■iF=i ■!!i!■■■■■■ 11111■■FNi�iiWw��s. ?i��M��ll�M��=M�� M��==� HAVE BEEN MET. ,� a�a.=�---••- -w�•�.��----'.. •. •- rte.-.�.--waaal..._ ��wwwwwww��wwwwwsswwwws��iwswl♦��i��Ti . "L 1AMM��16%:a'25�� R�; IV__ __'��SNLNw:�'��w�r..l�r.wwwv, - 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED ■-- WI.a>•wa.._,IV�www...••... . www.-•�wwww�\I�.t• ..� L!1\�� r-.� ..-I•••MN ri•..wa..-1••-www.a.r._� �w� ..- .a-■ �•W-IF'�•ww�••�-`••'!-• TO THE COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR ■r r..•�w<. C,- \`/•..t•■� OEM II ..1I t•..,v...wwa .:d1CfLJ. �:w.-- .....��wwwaaI.•1•..�IP•I•..w...-•••- _ ../■.w■� aa--wa....TV•►,AI..ww.�.�•a,aN. DETERMINATIONS COMPLETED TO VERIFY: (a) R-VALUE, SIEVE ANALYSIS AND sisisississm�>•�I•SSSSSS�SIlawMmumm ikawaI�SmC=:r'1► Miii s4R!'it� mYiI••- �i^li-1. i •il��rt>O�S7•�mmmnr asl��l�:lal� m�Qii��IM��M�i�f•�t•M��M��M��1M ■�-wwl•■aa.1.....=.1. M. aar./W- ww arm Iwo..1■�.�wa a...r�w w-I.Iu•In �t.wr.wwww.•1rA.11.x...-. - SAND EQUIVALENT OF AGGREGATE BASE, (b) STABILITY, OIL CONTENT AND ■■■!liiiiii■■!■■■■ ■_�7s,-,a''�MME1 k"!fi■■i ;7■■■rM ......m..........--..., liiil dill i ':i■fit= i�� = =rli&Eli■ ■■■■■■■!■■i■■■■■!■■■■■!■�■■■■!■!!■■moi■■■■■■ii SIEVE ANALYSIS OF ASPHALT SURFACING. �S TSI,■ 1,==_.....w--- - ..-...•I..r..www-•:,L-w--�...■.....■ -. ^ 9. CURB AND GUTTER, CROSS GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED I♦isisiss�mum�immmimmemim51' 1-Aw� �nl�mwmumis: TNI.Z�i�i■SiI.- iii _sMmeamommummommomissau111111111MIIIMMMEIII= > 1•m=iiimSmm• summume5mummommemommumumum >•mimmuumm mmmumm ssmommum >• momummomm SO THAT A MINIMUM OF PONDING OCCURS. SECTIONS HAVING GRADIENTS OF �wwwwwwwiswisiwwwwllWws�l■ithwi!lEl : s�iwwwwiw�wwwwisiwwwwwisis�wwiwmmwwwiwww�wwissmwis�wwwwwiwwiwsimwwwisisiswwiss 11111111111111111111111111111M11111111111111111111111111111111111111111111MINVEMIIIIPRE11131111111•1111111111111111110111•1•11111111111111EME11111111111111MM111111111111111111111•111111111111111111111111.1111111111111•1111111111111111111111111111111111111111111111111111111111111EMIMMINIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0INSPECTOR.50% OR FLATTER SHALL 8E WATER TESTED IN THE PRESENCE OF THE HAVEIMMEDIATELY PRIOR WATERPONDING MOREE THANT6' WIDE OR MORET SECTIONS THAN 4' LONG SHALL BE ■■■■■■■■■■iii■■■■■■■■■■iii■■i■■■■■■■■■■ ■■■■■■■i■■■!■■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■t■■■■■i■■■■■■■■i■■■ SAWCUT AND REMOVED IN LENGTHS NOT LESS THIN 4' AND REPLACED TO ■■1111■iii■■■■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1111■■■■■■■■■■■■■■ REDUCE PONDING TO THE MAXIMUM SPECIFIED. w 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SWILL BE TESTED TO !ii!!�iliiiii!!!liiiii■!!!!!i■��iiiii�iiiiiii!!iliii!■ilii!■i■■ii!! ■iiliiililiiiliiiliii■�ililiiiiii■!!iliiili VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING 11111Swis111111=s11111wswwwwwiwsissiwwwwwiwws11111wwwwiwiswwis111=iwwwisisiswwwisissiwws11111wwss11111wis11111wwwiwiwsis11111wwisiwwswwEwsiswwwwsisw DEPTHS TO WITHIN 0.50' OF GRADING PLAN. THE TOP 0.50' SHALL BE DENSIFIED ■■■■■■■■■■■ E■■■■iii■■IIM■■iii■!■III■■■■iiiii■■■■■■■■■■■■1111■■1111■■■■■■■■■■■■■■■■■■■■■■■■■■iii■■■■■■■■■il■l■IIIMss1M11111smlIw TO95% R.C. ■111111111■■■■■!■■■■111111■!i!■■i■IIIII■liiiii■■!■■ !■■■■■■■!■i!!!! ■■■■!■liii!■iiiilii■1111■■■■■■■■■■!■■!■■■iii■iiia■■■■!!■■■!11111■■■i 11. ALL LONGITUDINAL CUT'S SWILL BE TESTED IN ACCORDANCE WITH TEE ___________________ _____ _____ SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF TEE SAN �wiss��wwwwwisssiss��wwwwwisissls�wwws�i��swss��isisiwi=siwiwwswwws�wws��swMl•�wiwiwwwiwwiwiswiswww�iswwwiw�� LINO COUNTY STANDARDS AND SPECIFICATIONS. IIIIisisIIIIIIIIIissUIIIIIIwisissIIIIIIIIIisisisisisIIIIIIslsisisiss>•lSSSSissIIIIIIIsisisissIIIIIIIIswissisissisisiwisisisisisisissiswiswiwisisiswwisisisis 12. IF ASPHALT CONCRETE IS PLACED DIRECTLY ON SUBGRADE OF ROADS OR ■■!■■■■■11111■■iii!■!■■■■11111■■■!■!i!■!!■iii■!■■■■■■1111■■■■i■!!■ie■1111■■■■iii!■■■!■■■■■■■■iiiiiiii■■■■■■■liii■■!■!■■■■■■■ DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE siwisisisisiss11110iss1111iwisisisissis111111iwisissisiwwisisisiwisisisisisisiss1111isisiwiss1111111isisiwis111isisiwisiswisiswisisiss UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE ■11■■■■■■■1111■■■■1111■i■■■1111!!■■■■■■■11■111i■■■■1111■1111■■■■■! 1111■■■■■■■1.i■■■■111■■■■■■■■■■■■■■■1111■■■■■■■■■■■■■■■■■■ MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. PROFL E ■■■■■■i■■■■■■■■■■■■■.■11■■■■■■■■■■■m■■■■ i11■■■■1111■■1111 13. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR CURB wwwwwt�wiwwiMl•wwwsiswwiwwssSswswwiswwwwwisiwwwwwiwMs AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION ss111111111wisiwwisiwisisIIIIIIisiswwiss111111111wisisisisisisisisiss11111t•w OF WORK UNTIL COMPLETION. HORIZ. r.4o' ■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!■ 14. IF DURING S�IWTUCTION BERNARDINO GROUND COUNWATTERISOEENCOUNTERED A NCT DEPARTMENT VERT. 1%4' ■■��■■■■i■■■■■■iiiii!■■■■■i■iii■■■■■■■■i■i■■■■■■■■■ SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE sisisisissisis��isisisisss�iswisisisisissiwwisisiss SOILS ENGINEER. ■■■■■■■■!■■■i■■■!■■!!!■�■■■■■iii■i■■■■i■liii■i■■■■■i■■■■!1111■■11.11■i!■■■■■!■■■�!■!!i■■■iii■■■■■■i■■■■■■�■■iii■■■i 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN 518 519 520 521 522 523 524 525 526 527 OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL • CONSTRUCTION. g W i 16. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEVER ~ SYSTEM OR ESTIMATE OF QUANTITIES. QQ H Z Lai M " IX , '4' N II 0 ''tied 11 >a W � Um t0 ,F- Q U> N ZN Z N U N << o in in LO W W q INT = 526+77.83 TRAFFIC CONTROL - GENERAL NOTES `' • to1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE 1 VALLEY °-JBOULEVARD WITH THE CURRENT EDITION of THE TRAFFIC MAMMAL, PUELISHED BY THE STATE W 1, OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. v� 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE IMPROVEMENTS- -, M TYPE). 1) , ( Asphalt Pavement Good Condition ) f ll 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FE#MA TYPE 111) �- U R V E Y 1 - REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL. BE DIAMOND GRADE la 1 M 3 8 2 4 © GHANA TYPE IIIA) REFLECTIVE SHEETING. I in 10 $ (EP) , f (EP) (EP) '" ., 4. SIGNS SWILL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD t �� - 303(a) AND 303(b). (Existing Curb & Gutter) i .-� (Existing Curb & Gutter) IV ( ❑ * g... _ _ _ _ _ _ 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE (31'Wide Driveway) N 89 44 01 E 198.00 -. EXISTING R/W ;' \ PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE EXISTING R/W M.P. R/W l�' �encel1 10"s steel Pope with „ EXISTING R/W • C--`� --- x;9544 �1 1477" ACCOMPL I SEED BY SANDBLASTING, GRIMING, OR AS DIRECTED BY SU COUNTY REPRESENTATIVE. "� 0 11 • 0 (14' Anchor) O rt K M 'rn 6. THE CONTRACTOR. SIGNS RELOCATABLE�SIEITHER GNS SHALL BE INSTALLED AS SPECIFIEDCOFBY ON TIE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. y ;� .� (40' Pole No ) i; '� - i Cl. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON ♦' i x LW PLANS. IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF IMP SURVEY 60' t SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE N E 1 I O K �� s \ TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF 55' _ x g A < TRANSPORTATION. I m Y• 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE 43' __ 12' __ 5' K N m WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT s 13' s s zl 1 dVVtl \\�\ I' _ "' ', ACCEPTANCE. 18 12 6.5 4 1 .5 I - � g 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK OF ORANGE BACKGROUND WITH " -' �' r � F� o I 3 f HIGH INTENSITY (PMMA TYPE 111) REFLECTIVE SHEETING. 15' 3 IY 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT • ( EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND _ H r o= _1' € ( MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, °' �j DEPARTMENT OF TRANSPORTATION. L 0 N p:U F- -� Aries 0 N "�o \ 1 (2.4�� X 1 VI Existing Grade- j,•66-1-1/0"/ 1/ ,.: .. N- CONSTRUCTION NOTES es X OWNER • .• ° '01 `a I K & K LEASING ® CONSTRUCT P.C.C. SIDEWALK PER S.B.CO. STD. NO. 109, TYPE "B" BENCH MARK 0 0 75 E. MONTAGUE EXPRESSWAYO CONSTRUCT 8' P.C.C. CURB`& GUTTER PER S.B.CO. STD. NO. 115 ..l ' -�•..• K., • ® M I LP I TAS, CA 95035 + Y •:'� I ® CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY PER S.B.CO. STD. NO. 129, W=30' SAN BERNARDINO COUNTY B.M. NO.13 Cri 4 I \ I A.P.N. 235-201-08 & 09 ® CONSTRUCT ' A.C. PAVEMENT OVER COMPACTED NATIVE MATERIAL CHISELED "0" IN NORTHWEST CORNER OF SIDEWALK OF "BURGER DELIGHT" AT THE 000"k4k (� Ni) - ® CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY SOUTHEAST CORNER OF VALLEY BOULEVARD & CATAWBA AVENUE. .., , r ® CONSTRUCT MIN 0. 10' A.C. 1PAVEMENT OVERLAY 2' MIN. ELEVATION = 1094.275 (?1 0 TYPICAL SECTION-VALLEY BOULEVARD ® INSTALL YELLOW MARKERS PER S.B.CO. STD. NO. 304 CO 0 NTS SCALE 1 "==.40' ® SAWCUT EDGE OF EXISTING PAVEMENT FOR SMOOTH JOIN REVISIONS COUNTY OF SAN BERNARDINO W.O.N O. BEFORE Ya, v QaoFEssi, , ' ' FRANK TRACADAS , C . E . TRANSPORTATION/FLOOD CONTROL DEPT. STREET IMPROVEMENT PLANS ROAD No. Under �� T ' ground y (� �. iStructural Engineering • Civil Engineering • Design - DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 842600 � Service Alert �� , t8 L01/ of southern acrrom,o 1 "E" SUBMITTED BY: VALLEY BOULEVARD LIMITS ICaH: TOLL FREE 31-00 41 51 NorthStreet C.D.E. VA� J} CIVIL �`� San Bernardino, CA 92407 RECOMMENDED/APPROVAL BY: ASST. DIRECTOR OF TRANSPORTATION DATE 520417.5 TO 523+47.43 155-156 -800-4'22-41 33 / �rFOF CALVE& 3� PH. (909) 881 -5378 • pSHEET OF TWO WORKING DAYS BEFORE YOU DIG t ASN' rl_�0 DIRECTOR OF TRANSPORTATION DATE LUR/W156-101, A.P.N. 235-201-09 1 1 FTA9eo1 MARK REVISIONS APPR DATE D 0, 3 OPMENT ENGIN]:- DATE .