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HomeMy WebLinkAbout5575-3 • SHEET P1 -.ji Vt,.'j• mt' : �r.�..i.«-a3.]+r.•; ,:oc' ..-!/c :r '.n_-a ri if _ I - - ;.�,= .. . � _ I l JURUPA PUMP STATION r +' lamp ! , 7.I..v • niNC -` �... - -. ''':%inter'.'..... „ 't - f'�- • S_l I -,.5•p'r'1'-ml .. '-e fp, FAY 'xl r ., • ,- . .. 't. .I1 'i. ▪ I w •- !. 47/::•.-T:;.,l' s • a -,44- .7. i¢ t _9 orf-4-' iI 1i A CNla 4 I IIXT, CC '1„5:... "! �y. ISV..r ... ` r •� ;if ti_'"'J . Z.: �f;'A ' a` �` :� •'� ° W a b..- w > PROP. 36"0 w 4 ,. _ - Tea n, 9 Sr•C t : f r i Il,, ` y tri 6,J • lI Ne le -I Il ,--)i'' .`.:♦�'.loi ..i. '`.� .s • ?. : - .} S r T•tr-•:i4. �Y .S�_ T_ ici. I i- 1\1/4 - W V7 y FORCE MAIN---‘) ` 4 gwit gat ° . • • -1.L ..-Zy�=y,s`; ~�. .. �g .� =L \.. „�. LaJ ,It1RllPA AVE.1 § s or o CI 3 LaJ ? .M Lai Lai O w CO :Y� .. . . ._. .. •.-... ,. . . . �--^ _-' -- ..�'._;t. . ...-�- rya .9w�c-��Cr :'1.'� �s� �r-'�.�1�3 a�r9os -:�Yy .Y;c_• : •�. . . ... . _ .. .._ ....... _ -.. -.. .. .. .. �F�� y }.���rGa:. 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L -_. 1, •t" „,4.ar•III x,'- _.. - - q '�7.13)* -� 1 _ _� •_; ., _ ^ �1 etirt � �( S IRT`r -j li ..�:. i1/4. -.1.:77.,._....!,L,,, r ';I' fes`J[_ -. _ ; _ II{ • �, - ) ii'ri . l -'_ w� 111b. F + 1 :: > [ E : CONSTRIJ TION NOTES -KEY MAP ;:�. f: \,H• + + + .. I. .H 1 I I @'"a (FDR a PA PQM STAMM, NOT AAI comic) SCALE : 1" = 200• 0 INFIELD Tier DK 04. k ` 'p riyalt MIR 3/1C ma ' '` ABBREVIATIONS AAVO A� SYMBOL/LEGEND A.C. ASPHALT CONCRETE • D.W. DOMESTIC WATER L.R. LONG RADIUS 0 . . • T 36' OM. Ca & a STEEL PIPE P FMCS WM vur SLEET. %I L 5 L LENCT;•i R/W RIGHT OF WAY AND GET JAWS PER OE'TA&S ® ta --"---1--- ROADWAY CENTERLINE -� M�OLER STORAi SEWER A.G,T.B. ABOVE GROUND TERMINAL BOX EXIST. EXISTINGS CEMENT PIPE ELEV. N LE_ LINEAL FEET R.W,G,V, RESILIENT WEDGE GATE VALVE PROPERTY - R/W UNE A.R. COMBINATION AIR AND VACUUM RELEASE VALVES EP EDGE OF PAVEMENT MIN. MINIMUM S SLOPE @y-----WSTALI .36' Oft PRE aww Mit it C sm. (n3/1d) PINE w/ ICED JOIR S, -0-ISOLATK)I� VALVE A.W.G- AMERICAN WIRE GAUGE EXT. EXTEND MAX. MAXIMUM SBCFCD SAN BERNARD CONTR L COUNTY FLOOD CONTROL DISTRICT kV FAMCA7W PER SPECS. WtW7K.w PER PLW PROPOSED PIPELINE AIWA AMERICAN WATER WORKS ASSOCIATION F.E- FLANGE END MJ MECHANICAL JOINT SS SANITARY SEWER CM ADT Sn) 5+00 9 AIR & VACUUM RELEASE VALVE B_F.V. BUTTERFLY VALVE F.H. FIRE HYDRANT NO. NUMBER SCOP STEEL CONCRETE CYLINDER PIPE r;1 AMU 3C _• _ , Y Wf w rya yAL� PIPELINE CENTERLINE STATION B.O. BLOWOFF ASSEMBLY F.G. FINISHED GRADE NRW NON-RECLAIMED WATER S.D. STORM DRAIN V B.O.P. BOTTOM OF PIPE sew PER DETAILS 41% tsTINGNUT -D.WrDOLE STIC WATER LINE BLOWOFF ASSEMBLY F.L. FLOW LINE N.T.S. NOT TO SCALE SIT. SHEET Tr 11:1 C.F. CURB FACE FLEX FLEXIBLE O.D. OUTSIDE DIAMETER ST. STREET -- S. - SANITARY SEWER LINE Q. CENTER LINE PLG. FLANGE I0 I • - T 4e Da STEEL I'. ' iMTH 3/4' STEEL NALL DY BORING Q CATHODIC PROTECTION TEST STATION CIAL&C CEMEPIT MORTAR LINED AND COATED PC POINT OF CURVATURE STA- STATION F.S. FINISHED SURFACE PCC POINT OF COMPOUND CURVATURE STD. STANDARDS me await, PER Mit © --R,W.- RECLAIMED WATER UNE CLR. CLEAR DISTANCE G GAS PCC PORTLAND CEMENT CONCRETE STL. STEEL Ail COMP. COMPRESSION G.B. GRADE BREAK P.E. PLAIN END 'IC. TOP OF CURB ClNSTAL - MIFTSMAP PECLUOINC HMV MIS ARO ---5,.D.:- STORM DRAIN LINE 7 WATER QUALITY SAMPLING STATION CL CLASS�i/ �UCS PER � &th ,�Itt GAL/. GALVANIZED PRC POINT OF REVERSE CURVATURE T.O.P. TOP OF PIPE 0 _ TELEMETRY PULL 80X/ CP CATHODIC PROTECTION G.E. GROOVED END P.R.V. PRESSURE REDUCING VALVE TVP. TYPICAL riff mar TERMINAL CABINET 'g' EIRE HYDRANT CSP CORRUGATED STEEL PIPE G.V. GATE VALVE r • RE CXOA61INTgM1 AMRRERELIEF' RNA WING CONC. CONCRETE HORIZ. HORIZONTAL PVC POLYVINYL CHLORIDE VCP VITRIFIED CLAY PIPE PT POINT OF TANGENT VERT. VERTICAL Q Jo - 18A 53 DUSTING ELEVATION +�� '� � T2 CONSTRUCTION NOTE OPTS CATHODIC PROTECTION TEST STATION IEUA INLAND EMPIRE UTILITIES AGENCY R RADIUS W WATER . -- 190- PROPOSED CONTOUR DIA' DIAMETER INT. INTERSECTION RED. REDUCING WN_ WELDED WIRE MESH I0 oa*ST7i er C Blow rwF mit PIPING AND PER DEM. f DENOTES DETAIL BY LETTER OR NUMBER D.1.(D,I.P.) DUCTILE IRON (DUCTILE IRON PIPE) _ INV- INVERT R.C.P. REINFORCED CONCRETE PIPE 0 n . - 2-WARE CATHODIC TEST STATIC* PER DETAIL © + ::' POWER POLE Q DENOTES SHEET NUMBER CD ,r • • 24' AK awL & C STEEL PIPE WNW MC .WPUQTANMQES -- - • DUSTING ELECTRICAL -» -FENCE LINE • COUNTY OF SAN B E R N A R D I N O GENERAL NOTES PER DETA . • 112 O 3s' TIL & C Sit I� AT PAPE LIED FOR PRESSURE 1ESTRNc �I;NER� NOTES: TRAFFIC CONTROL - GENERAL NOTES) (wia. CUTTING OFF FOR CLOSURE COMM.) OR FUTURE COM.CITON, CC) N ST R U CT I C)N 0 U ANT I T I E 0 1. All WORK setva DE DONE IN ACCDROIWCE CH THIS PUN AND THE SM BERTWW1WQ COUNTY T. All sciefc. STRIPING MO PMfsoIT WOGS SHALL BE IM OOMFORMIMICE WITH THE CURRENT EDMON OF SEE OffAt as STANDARDS AND SP€cncATcte THE TWFIC MNKkIL, PUBLISHED EFY THE STATE OF CAUFORMA DEPARTMENT OF TRANSPORTATION. Mr 0 (NOT USED) fL7 .INl�I }iiiJAE 2. A PERMIT FROM INE SAW BEiRNMOR40 COUNTY, DEPARTMUG MAKS OF PUBAKS 1MIll BE REWIRED 2. ALL STRIPING AND PAVEMENT WRONGS SHILL BE MEMORIAM (ALK(YD BASE TYPE). •-•r PRIOR TO MY D CROPOIEMT, COMSLRUGPON OR ExcAVATKCN JINN THE GOWN RIGHTS OF WAY OR 4 - 41fr3C STD. S7MW17C KW CSC AAD SEAL w/ J18 S.S. 84M)5 ARO 1, GCAIS'ARUcr 39 DIAL Ca a a nit PIK MID MRCS WILT 3/ic STEEL SILL 4.088 LF L1 E,LSEIIIEWS. 3. ALL sons AMID Rt1ADS1DE MARKERS SHIYl BE Of HIGH-INTENSITY (FEMA Tref I) IcTTef THEE-LNG, aMp� AMU MEWED JO s. (ALL 1 SEE /IA BELOW) EXCEPT ALL PIPELINES OR Sl1d5TRI1CTIJRE N AIRY KIND AND TELEPHONE DR POWER POLES ~MAIDS METERS, EXCEPT STOP SIGNS SHALL 9E OUSDND GIDE (FNMA TYPE IN) REFLECTIVE SHEETING. CONSTRUCT 36a DK ALP. & 1I 4% w 250 w/ REPRISED JIw►5 AND 2. tX1Nf5TRIAC7 !O' taY1 CIE t C OIL PPE AND FITTINGS W►IIV 3/16" SAES! SNAIL 7,400 fl VALVES, wows, ETC. SHOPS OR NOT SHOWN ON THESE PIANS MATIN THE MITTS OF THIS PROJECT 4. SIGNS SFWl BE MOUNTED ON Lint POST SIMILAR TO canny STANDARD 303 (A) AND 303 (B). P.E WTK9ORIVG PER DEWS MA t - MW GASKET ON*. (ALT 1 SEE j2A BELOW) AT IN Maar AREAS SE M IMlPRd11Eh1El1T T OEK IS TO BE DONE SHALL BE REMOVED OR RELOWATED AT COVMS. SHALLS BEP ENSE ON T AT MO COST TO THE SAN f1EAFMRUNL cowry COKER ED OF PUBLIC 5. ALL CONFIXTIHG STRIPING PAVEMENT LARKING NOT SIIORTI ON THE PLANS SHALL BE REMOVED BY THE 3. ccwsic CT 18' at STEEL G1.�MG PITH 3/C STEEL NO LL BY Sam 167 LF MbRKS. IT SKIALL BE THE CONTRACTOR'S R£SPONJSIBILRY TO MEXTIFY ALL MIMES RNIZI. CGO AcT0R. VEREMOVAL SWILL BE ACCOMPUSNED BY SMIDB.ASTNG, GRINDING, OR PS DIRECTED BY THE COUNTY �ijY CONSTRLCT a CM . MP. et 1 r. •' gyp w/ PVSFI-I#'. JEWS AAA? P1 WRAPPONO POR + _MA 6 MCACM � ' & ' POS NEI 4. MNMEDIATELY FOIIOVING REMOVAL OF EXISTING PAVEMETIF, IMES OR CURBS AFD/OR CURS3 MD TI Q 4. IYSTALL 36 BImERFLr WA IA/ AwMA OftWATM IIIA ANO VALFE 4 EA GUTTER THE CONTRACTOR SHAW DILIGENTLY PURSUE THIS PORTION Of WORK UNTIL COMPLETION. B. AUL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED_ BY THE CONTRACTOR. • 57 . CONSTRUCT 24- LTA IMMWl4Y WITH 36'x35'x24' TEE w/ 24. at. RUC FLANGE BOX ARD APPUUQ79*VCES. 5. EXISTING COLONY ROADS MORDI Wa REQUIRE TtCOttsreucnoN sHALL REwac OPEN FOR WEEK AT REL.CICJITABLE SIGHS SHALL BE INSTALLED AS SPECEIED ON THE PIANS OR AS DIRECTED BY THE COUNTY (NOT USED) I ALL TIMES MIITFI /ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. REPRESENTATIVE. Q M6TALL Jr Ca D.L 8LJ1MC> FLANGE • s comma 24' ON. CIL & C STEEL PAPE AMARA?ARID APPLRTDIIMGES s £A 7_ ALL EXISTING SIGNING Aro PAVE#IEATT hyRKINOS NOT SHORN ON THE PLANS IF REMOVED/OBLITERATED SHALL (REWIRED FOR CAL et C STEEL PNFE UM.?) B. IF $041ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUET-GRACE OF ROME ORD DRAINAGE tj DES, BE F PLACW/RESTORED OF SAME RIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC ® 3B' Di Rf5TR1MLD War au ADAPTER 5 WM$TNIG7 d KM OFF WQI'C AMINO At APPHAR1DS S. 7 FAA LD ATSTTHETHAMMIIUFACTtIN£D RC THE'S IN£ EO(TIAIEIAFOR USE AE 161T€ FC$ THEAFULL PAAVETMEINT WIDTH PRIOR TO PA14Ntx MANUAL PLIBUSHED BY THE STATE OF CALIFOR}IIA DEPARTMENT OF TRM1SFC TATIDN. ':r:+ 35' TIMMGE INSTALLATION Aar Palau ANAIAlG, BOLT SLEEVES AND NIM ERS 7. COVSTRUCT 4' t et mamma/ AIR ANO WNW 1,111E LNALT'E. PIPING 1s EDI 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH SAM BERNARDINO COUNTY, I� .A6' C.L FLIP SUE AAD PER SPECS. ..S MO App( yl (IC.. 4' •M2 t CO 0. 7. COMPACTION S OF SiWi. BE PERFORMED AO ,?H T TO THE C OUNTY OF SAN �.AL A UNO SAND EN DEPARTMENT of PUBLIC WORMS, TRAFFIC MASON PERSONNEL FOR A FIM REVIEW (RrAU( THROUGH) AND A CONSTRUCT .34" PPE CONERETf ENCASEMENT PER Int 9 a re . • -WE Ct I r TES/ SIAM, INCLUEING APPIARTEVACS. 23 Til REPORT w i;I THESE OOMPMCTN)N TEST %mu BE $i, ffIFD TO THE DEPARTMENT OF PUBLIC WORKS. APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. • M1Q if Q TRANTSPORTRT / SURFACING. 9TVN5NOM INSPECTOR FOR APPRaVAL PRIOR TO 1'IACEMIEIIT OF RISE 9. ALL CONSTRUCTION SIGNS SHALL BE Bait ON ORANGE BACKGROUND WITH MGN INTENSITY FHWi1 TYPE II 9• CONSTRUCT ,AIT" POE aaul�aETE ►� WTERI,L AMO/OR sURFACING. ( ) REfLECTIV'E SHEETING. B. AT THE CDEP- INE OF PAYING, A MATERIALS MIS REPORT SHALL BE STRAMSPORTATION 1OI4S NI IG SAM INSPECTOR TORCLIS TING ALL 10. AL. CONSTRUCTION SIGNBIG SINu. BE IN CONFORWNICE WITH WE CURRENT EDITION OF BE MANUAL OF a a r"ill i ru TEST OR DETERMIYITKONS COMPLETED TO VEREY: A. R--VALLIS SEW M4AL SAND C EQLINALENT Of TRAFFIC CONTROLS FOR CON5IRAICTION AND MAINTENANCE *ORI( ZONES, PlJBLISHED BY THE STATE Of CALIFOR)4, DEPARTMENT OF TRANSPORTATION. It- ALL SCHOOL WARNING SIGNS SHILL I3E DIAMOIO GRADE •.! b. . �. . ALTfTrIN1TE 2 DLP, �iLL1DRlIX A AG(7tEGATE a15F5. B. STANNIUTY CIL COIPTDNT AND SIEVE ANALYSIS OF ASPHALT SURFACING FLUORESCENT REFLECTIVE SHEETING YELLOW - GREEN. TA cats ucir 3C DHL D.I.P. Alla FITTINGS WITH IRE:S7IM1N[D JCIMrT5 AAM7 4.PMB LF DIAL TOLL FREE Pt - 9. SMI BERNAAOkI(? COUNTY, DEPARIIETNT OF PUBLIC maks APPROVAL DOES NOT IN(xUDE WATER OR r1-800-227-2600 • SEVIER SYSTEM {IR ESTIMATE OF COMITIES TA CCNI5TRIICT 3t� DK D.I.P. MD FITTINGS INTI PL6H CW JGMTS ,MID 7.400 e AT LEAST TWO DAYS A �LWT P!~ INRAPP41fir • 4. BEFORE YOU DIG DRAWING WING WICERORCUND SERVICE ALERT OF SOUTHERN CAU_IFDt NM LJW 1/`11 fl�[�.i _ ;.; PREPARED iii INLAND EMPIRE UTILITIES AGENCY CHINO BASIN FACILITIES SPIFFY ,4+e-MutA7, +azo F � ttNrr�,'AcTaR �D17N7rA�- _ D..;�,.a ` T.o. s/zo�oa .�� I f;t► 3/�rjaa I.�1-T w. • `� y . e OTibbKnwlr & �AMNA■ooi■b�s AS SHAWN • A Municipal Water District IMPROVEMENT PROJECT s/st;�r� Ta j1.�.s. LE.G. a/2D/o� �4:7 :. p item .l�... beta I. cm ,_ JURUPA + 03 y ■ Drown w.. xAe�e maw I,.ms «F IM 11wIlA� Ir I J V R V PA BASIN FORCE MAIN or 19 spris Q 11TLl�� /\NT_ , to rs�nMaa�n olllr�. Illrrle. •a�lr�wll/ll4 QNeG NUMEER/ AppED 01sT, Tho. 62, Riwy'D C�ONyST QwwTT ItEsF1of «r .n ffits rMAILANGA 121 4 . TC AS-INLET C �a T.O, s`20/U3 INN;1•4111 ta..l.y A►w• c PtMriny APAR enll INT�., .. : �.a.� �.. ..., ."•.o'� KEY ANAP I o NO TES_„�..,� p,r t J, ,r..'•.AMA IAT w,..rw _ I" T�pN,pN {c ppMj caloric 0241 Cain 977.7�a Qson-a K REV. DATE BY DESCRIPTION