HomeMy WebLinkAbout4585-1GENERAL N0TE5:
1. ALL WORK SHLLL BE DOWE IN ACCORDANCE WITH T1416 PLAN A14D THE SSW BERNARDINO COUNTY STANDAR46 AND
SPEGIFiGdT IONS.
2. DE -MCN MARK DATA- U.'.54• E 4.5. OR OTHER DATUM AGGEPTAbLE TO THE SAN SER1,44RDI140 COUWTY TRANS-
PORTATION DEPARTMENT SHALL BE USED. THE BENGN MARK USED AS A, BAS15 SWALL BE IDENTIFIED.
3. A PERMIT WILL BE REQUIRED FROM THE SA%J lbQR.l.la4?-'v(uo CO. TiLe 343. OG PT PRIOR TO ANY ENCROACHMENT
OR CONSTRUCTION WITNIWTHE C•oUMT4E'4- ' EASEMEWTS OR R14WT-01=-W4Y.
�. QE�.tC.TED
5_ F ASPNdL_T' CONCRETE IS TO BE PLACED DIRECTLY OIJ SUBGRADE OF ROAD OR DRAIMAGE. FACILITIES, A SOIL STERILb.NT
REGISTERED BY THE E.P.A. FOR USE UNDER A.G. AND P.G.G. SHALL BE UNIFORMLY APPLIED&T THE MANUFACTURER'S
RECOMMENDED RATE FOR TFIE FULL PAVEMENT WIDTIN PRIOR TO PrdVlWex.
6. AT THE COMPLETION OF ROUGH GRADING, A MATERIELS REPORT AND TWE PROPOSED STRUGTURLI. SECTION SNA -LL BE
SUBMITTED BY THE TRACT ENGINE R TO THE SAW BERWARDINO COUNTY TRAW'SPORTATION DEPARTMENT FOR REVIEW AND
EVALUATION. APPROVAL WILL BE CIVEM WHEN b.LL STRUCTURAL SECTION REOU1REMENT6 NAVE BEEN MET
T. COMP&CTION TESTS OF EMBAWKMEUT CONSTRUCTION, TRENCH BAe-kIrILL, COMPACTIIJG ORIGIMAL GROUND, ALL
SUB-GRADE5 SHALL BE PERPOIZ1olED AT NO COST TO SAN BERNdRDINO COUNTY. A WRITTEM REPORT WITA TFIESE:
COMPACTION TESTS 614ALL BE SUBMITTED TO TOE CONTRA.GTS ADMIWISTRATION DIV161OW OF SAM BE.RNA.RDINO
COUIJTY TR&WSPORTATIOW DEPARTMENT FOR APPROVAL., PRIOR Td::) PLACEMENT OF' BASE MATERIALS AND/OR
SUR PAC.IIJC„ .
8. ALT THE COMPLETION OF PAVING, d MATERIALS REPORT' SHALL BE SUBMITTED TO THE CONTRACTS F-W6INEi=.R OF
THE 6AW SERWARDINO COUNTY TRANSPORTATION DEPARTMENT L16TIN4 ALL TE6T5 OR DETERMIWATIOR.5 COMPLETED
TO VEIZIFY:
A. R -VALUE, SIEVE AWALY616 ARID SAND EQUIVil-ENT OF A44REC.ATE BASES.
S. STABILITY, OIL CONTENT AWD 61EVE AWLLYSIS OF ASPNdLT SURFA444G.
9. ALL LATERAL GUTS IW COUNTY MAINT41NED ROADWAYS SHALL BE TESTED Td VERIFY DENSIFi4A-rioF1 TO alp%
RELATIVE COMPACnoN (R.C.) AT V4RY1NG. DEPTHS TO WITRIW O.5' OFGRADIW4 P"WF-. THE TOP O -S' SHALL BE
DEWSIFIE.D TO a S%.
10. LLL LOLI41TUDINAL CUTS S14A.UL BE TESTED IN AGGORDANCE WITH TWE SPECIFIED LIMITS AWD FREQUEMe-Y AS OUT-
LINED IN SECTION b OF TWE SAW SERNARDINO COUWTY ST4Wt>ARDS AND SPECIFICA,*TIOWS.
11. IMMEDIATELY F01-11-OWIN4 REMOVAL OF EXISTIW4 PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THEE CONTRACTOR SHALL
DILIGEUTLY PURSUe, T1415 PORTION OF WORk UNTIL COMPLETIOW.
12. pEL.'cTEO
1'S. AW EWCROAC-14MEUT PERMIT MUST FIRST BE OSTAIWE.D FROM THE COLJWTY TRANSPORTATION DFPdRTMEW-T PRI02 To MAK-
IWG LPPLIC471OW AWD ISSUANCE OF d CsRADING PERMIT,OR BUILDIWem PERMIT.
M. TRAUSPOQTATIOW DEP&QTMEWT &PPRDA/AL DOES NOT INCLUDE. WATER OR SEWER SYSTEM OR ESTIMATE OF ou&w rITI F.S.
IS. A. PERMIT SHALL BE OSTAIWED FROM THE coUWTY TRAW6PORTATION DEPARTIAELIT PRIOR TO dIJY COWSTIZUCT101•l OU
T416 PRD.IECT.
16. EXPANSIVE 5011-5: IN EXP4IJ51VE SOIL AREAS, THE SUBGRADE UWDE2 4CURBS,o.UrrER5, SIDEWALKS, A -ND ,
DRIVEWLY APPR04CNES S14ALL BE SAGRIFIED To A DEPTH OP AT LEAST EIGHT (8) IMCHES AMD MDISTU2E SWALU-BE
APPLIED TO MdIWT'&)W FREE WATER. dJ T14E SURFACE FO¢ AT LEAST 24 HOURS PRIOR To PLAe-tWes CoWC.eETE AIJD TUE
SUBGRILDE SHALL THEN BE PeEPd(dED WITWOUT COMPAGTIVE• EFFOeT.
IT ALL PIPE LILIES OR SUBSTRUCTURES OF'-AWY KIWD, AWD TELEPHONE OR POWER POLES,W&TER METER5, VALVES, HYDR4kATS,ETC.v
SHOWW OR WOT SRDWN OW THESE PLANS WITHIN THE LIMITS 017 THIS DEVELOPMEUT OR IW ADJAGEIJT AREAS WW --RF, iMPROVE.MeIJT
WORK IS TO BE DONE SHALL BE 0MOV90OR 2EI►OCAT ED AT DBS 4LOPER'S EX PEWSE, AWD AT 1.10 COST TO THE SAN BEKIJA PIWD
CouWTY TRAWSPOQ7671OW DEPARTMEWT. IT SH.&LL_ BE THE OV WERS Rt-SPONSIBILITY To NOTIFY ALL AGENCIES C-OWCERNED.
I& ALL C.S.P. INST&LLATIOW6 AND GOWWECTIOWS SHALL BE MADE PER MAMUFACTURERS SUGGESTED METHOD UNLE55 OTHER-
WISE SPECIFIED ON THE
' 1�1. tJE�.Q+TEO
20 CURB AND CUTTER, CRO -56 CxUTTER AND SPAWDRELS SHALL BE SO CONSTRUCTED THAT A MIWIMLIM OF PONDING OCe-WR5;
SECTIONS H4VIWCR 4RbDIEWTS OF 6.50% OR FLATTER SHALL BE VVATER TESTED IW THE PRESENCE OF THE INSPECTOR
IMMEDIATELY PRIOR TO ACCEPTA.W4E. SECTIOWS WNICk HAVE WASTER PONDIUC" MOIZET14AW 6" NUDE OR MORE TWAW 4' LO"
SHALL BE 64 NCUT AND REMOVED IN LEWGTN 5 WOT LESS T14AW 4' AWD REPLACED TD REDUCE PONDING TO TI•IE MbXIML.iM
SPEC IFI Eb.
21. IF DURING CONSTRUCTIOIJ, GROUIJD Nvd.'TER' LS EWCOUWTERED� d SYSTEM APPROVEp BY THE SAID BERLIA.RD11�1� COUIJT`(•
-rR4WSPORTATIO1J DEPARTMENT 6W&LL BE INSTALLED TO DEWdTER SAID AREA AT THE OtRECTIOW OF THE SOILS ENGINEER
22 ALL 0.40% OR LESS CURB GRADE LIWES SNAL.L. BE STAKED AT 25' IWTERVALS AWD FORMS CERTIFIED BY ENGINEER BEFORE
POU7IIJ4 COWCR'ETE .
23. EX16TIWG COUWTY ROADS WWIGIN WILL REQUIRE RECOWSTIZUCTIOW SHALL REMAIN OPEW FDR TRAFFIC dT ALLI'IMES WITH
ADE&LI&TE DETOURS DURIIJG ACTUAL CONSTIZUCTION.
;' Yt. r✓et-GTA cD
25. THE PRIVATE EW41WEER IS RE5P0W5t5LE. FOR d5511RIWew THF* dGCURdGY AWD ACCEPTABILITY OF THE WORK NEREDW.IW TNF -
EVENT OF DISGREPAIJGIES ARISIIJG DURIW4 CONSTRUCTIDW,THE PRIVATE ENGINEER SHALL BE ¢ESPONSIBLE FOR DETERMIWIWCR
A1.1 ACCEPTABLE SOLUTION AWD REVISE THE PL.dIJ FDR APPROVAL BY TWE COUWTY OF 'SAIJ BERIJARDIWD.
26. SHOULD &WY EY16TIN4 STOP 616W BE L.OGdTED ON d DEVELOPED CORWER OF AW INTEIZSECTIOW 1T MUST BE M41WTAINED
ILL PLACE NEXT TO T14E EXIST lWeA PdVEMEWT UWTI L SUCI•I TIME 49 THEKJIDENED RD4DW4Y IS PEW FOR T¢dFFIC, dT THAT
TIME IT WILL BE RELOCATED THREE C3) FEET bEtIIWD THE NEW cues IIJ THE VIGIWITY OF 'TWE BE4IWWIIJG OF TNG CURB
RETU12J OR dS OTRERWI'SE DIRECTED SY THE EWe=I.1EE9.
?T 1617TRUCTLIRA1- SEGTIOW IIJDIGA.TED FCR NIG,t- WA.� IS FOIG ESTI"ATlW6j OWLY. AcTUA-L srcTloW To PSE
DETBILWIL1.lEID A•TT¢IM Ch¢dtDt1.1G dt1D d'PPMOPittA.TF✓ 1-46 TPSTS. A•. T. I. OF 9.0 SINoUt.-D 8E tl5ED IW TAS
vstslcam OF T44E SGCTIOM dub d'T. Z. OF dw,o FOR TIRE G-woot.cmw- .
28. A, SQPAR-dTQ Prsw- (T 54141--L- mfr FOR TAQ IN6TA.LU,&T'00 RELOGATIOQ aft
d-lZ>UUSTME-1ST 4F A-U'C UTIt-IT`e WOr-K- 6L -L olipsTviocrLc�tits 5"A' -L -L. f6 R.EMpvEc> Pitlam
TO ` HIB WOW -w- uuDQIz T"Is PERM IT.
ESTIMATE OF OU,&WTITIES SND GONSTRUGTIOW NOTES'
NO.
I ITEM
QTY.
I
CONST. AC. OVER dB - (CAT AWBA)
g325.F,
2
CONST. AC. OVER A13. (FOOTHILL)
2 525.F.
3
CONST. 8" CURB AND GUTTER PER 5640 STD. 115
129 L.F.
A
COWST. COWr-RETE SIDEWA.I--K PER 4000 STD. 109 CATAWBA. T`fPfs#C.'' ' F00ZN ILL FULL WtDTN
50416-F.
,rj
COWST. CURB OUTLET STRUCTURE PER SBCO STD. 210, CASE n IWLET (S=2.0')
1 elk
(o
CONST. CURB OUTLET STRUCTURE PER SBCO STD. 210. CASE I INLET S- 2.0')
1R&
'T
FEATHER OVER &S NECESSARY TD PROVIDE A SMDOTIa TRAM51TIOI4 (2'MWL)-
S
COWST.B' CURB LMD GUTTER PER CALTR&WS STD. N8 -A TYPE A2 -S
2ZSLF
9
C-014GT. Gc>uG.tAtlVf<WLY pl-slt CAWTMA,"S 5TD. -8-e'1-. CII► E oe'(W = 30' : It = 3')
15A.
10
COLI ST. W6IFe-G•t-CAA&irt ILA Ap PER C. AA -IT W-A.%4s STD- %48 -Ei GdSG'lbR-"
1 EA..
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029801
Exp. 3-31-91
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PROJECT SITE
VICINITY MAP
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FOOTHILL BOULEVARD
wTs
,r;,IrE en'tew1Er-AL- ".AOTS 16-s0. 2?
4ENCHMARK�
FOOTWILL 6L. fr LIME AVE.(EAST),34' NORT1-I,
NORTH OF FOOTHILL, 131' WEST OF LIME,6RA56
DISK IN NSE CORWER DF CONCRETE ABUTMENT
FOR P.E.R.R. BRIDGE OVER FOOTHILL 0L• 1•65
MILES WEST ALD►JG FOOTHILL 81-. FROM
SIERRA AVE•
E1 -EV.= (28la.018 5•b•Go. DE5IGNATIDN-i-IS
PR�vAaEo BY:
,JRV EN GI NEERINCa' INc.
180 EAST M b 1 N STREET #130
TUSTIN , CA. 92lo8D
('r l4) X31-0825
ell 6 - 2S- 7�
JUSTO R. VILLAR, RCE 29801 DATE
FIELD BOOK REF.
COUNTY F
OSAN BERNARDINO
ROAD DEPARTMENT
STREET IMPROVEMENT PLANS
W. O. NO.
O.4T,b.W BA STREET W/5
FROM 5Te1►. O+DO TO �,} �Q
_
FOOTN LL 8oU LE VAR � 5 c,�
�
FROM STA. O+OD TD Z } 25
T
FOOTHILL
CATAWBA
DESIGNED BY DRAWN BY I CHECKED BY
_ � �
ECOMTED BY C.D.E.
APPROVED BY
ASST. COUNTY ENGR.-ROADS DATE
COUNTY ENGINEER DATE
RD -46.14.4&
RD.�217l050
LIM1T5*
gI- $Z
I,.I -i 5
158- 159
RECOMMENDED/APPROVED BY
G•z7.9�
ASST. ROAD COMMISSIONER-ENGR. DATE
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SHEET I Of Z
MARK REVISIONS APPR DATE