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HomeMy WebLinkAbout2477-1L- Pull P s I 7- 2* 1 -2*1 FILL lrx CA TYPICAL 5(r SEC n0 NOT TO SCALE MPICAL 5C umztav SECTION) REVISIONS AIPPROVAL S11 1111,JL� 1L' T RMPROV JL'� M1L'a 1 � � P�AN'S' GENERAL QONS'i'RUCTION NOTES ,. hHE coro67P6C7)nrv OF ALL AWcIC nWRoPLWtNITs sHu conFOAW m 7W£SE PLANS AND rO 7HE R£OUIREMEMS OF THE GTY STANL34R0 SPEC/F7C4A0NS AM9 ZHE SlANQARO SPEC/f7G7/ON F17IP Pt 18L) SOUTHm"IDG VR ��CONSTRUC7K�N (GREEN BC)OKJ U7E57 REVIS/ONS 2 EPAR�MENT �/D � AN��RK � �E ��� AtJ= BENCHMARK CALL 7M I+ftO OW 41*4U1 . R.R. SPIKE ON PPS 674320E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE. ELEV. 918.40 ,wo woRKIMc DAYS NOT TO SCALE ' JURUPA A VENUE � �lr► 2 � • zr 1 4 5 d 13 20 21 28 29 zV41 35 37 U, - 1 6 11 14 19 22 Zl 30 35 W I � '� W W 2 �� T 10 � 1S 1 pW � � 8 23 26 2 „ S1 �4 �� �I�. � pAt V 1 W 3 9 . 16 17 W o 24 2 8 4, 32 33 W Gi WQ Wv WHO W 40 �v SEE SHEET NO. 2 SEE SHEET NO. 2 SEE SHEET NO. 2 SEE SHEET NO. 4 WIND CRf -ST IN--D-EX MAP. NOTES I. USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING' CONDITIONS: •. DIAMETER OF INLET PIPE EXCEEDS 30'. e: TOP OF PIPE IS LESS THAN 12' BELOW SOFFIT OF BOX. c. FLOW LINE OF PIPE IS LESS THAN 13' ABOVE FLOOR OF THE BOX AT INSIDE FACE. d. ANGLE A IS LESS THAN 45•. 2. ALL CSP'AND FITTINGS SHALL BE GALVANIZED. 3. ELEVATION S SMALL BE SPECIFIED ON PROJECT DRAWINGS ONLY IF THE TOP OF PIPE IS MORE THAN 12• BELOW SOFFIT OF BOX. 4. LATERALS OR CONNECTOR PIPES 24. OR LESS IN DIAMETER SHALL BE NOT MORE THAN 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27. OR LARGER IN DIAMETER SMALL BE NOT MORE THAN IS' ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' IN LENGTH SHALL BE NOT MORE THAN S' ABOVE THE INVERT. c MAIM LINE RCB--) c A c 45•. SEE NOTE 1 \C 0 Ilk ,P .y N ( 'r / �� o-1 ool i T� •S • 6. OC .s •s _ PLAN BURN OR CUT PIPE TO SURFACE = p OF CONCRETE. ROUND EDGES OF = CONC. PIPE OR RCP •s•4• oc NN •SOA' 05 .S CONC. PIPE. N '� RCP OR CSP CONC. PIPE. 3 .6. O I RCP OR CSP x 2•• LONG rSEE NOTE 3� J E`1Ev. ELEy S RC BEAMS • a • • BEDDING FOR SUPPORT I I/2' ~ '` iv !e. •� o INLET PIPE •s • 4• OC is" - •s • 4• OC�... •.• COLUMN SUPPORT - MIN.'..' e UNDISTURBED EARTH , • " BACKFILL WITH 420-C-2000 CONCRETE: UNCOMPACTED BACKFILL OR COMPACT SOIL 3•-O• .SOA• OC 3 -O' TO RELATIVE DENSITY MAX. REOUIRED BY THE SPECIFICATIONS CASE SECTION A -A CASE 2 BEAM SUPPORT COLUMN SUPPORT D • 30• MAX. D 30' MAX. 00 00 MINIMUM BEARING MINIMUM BEARING SURFACE OD/2 SURFACE • OD/2 , • n • o "c •S 0 6. OC •• 'w 00.6' OD SECTION C -C SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER FRouuLaTtOwTNEAPwA•Aelc JUNCTION STRUCTURE -PIPE TO RCB STANDARD PLAN .IOM1T cooPE UTIVIE coMMrrTe[ . SCALE : 1 =100 1. REINFORCMG STEEL SIfAl.l BE 1-14 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHEII- WISE SHOWN. 2. REINFORCING STEEL POR MSIDE FACE OF CATCH BASH SHALL BE CUT AT CENTER OF OPENMA AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2*INCHES CLEAR OF OPENING, S. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. SHE ROUNDED EDGE OF:OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 NICHES. 4.• CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. fB) ANGLE A FOR PIPES THROUGH SO NICHES M DIAMETER M LESS THAN 70 DEGREES OR OPEJ►TOi► THAN 110 DEGREES. [ 1140a-: Afl0'K G : Klow orENIMi I or Mw. t MMIi t MMI •' Mevs • t Mlli 40 •f • M• IMI[• i � SECTION A -A N RNE O R MA C NNE CTI N CO O � s trllt- : Merc N 2 �� oPENnls s� >r. A �I i STRUCTURAL DATA C OSE • t i1M'S MRS i t W1S OAIM 12' 4" 12 7� is. Ilh 43 . 7>V li• 14: 46• 0- 21. s' sr • 21' 511.7 � ya• s' 27' S 1/ • � 57' ! 41 � • so' c' � so' � � � • n b3• t 4j i 43• 10• • b>f• 7' is' log 72" 11" PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - OOUTNERN CALIFORNIA CHAPTER STANDARD PLAN MONOLITHIC CATCH BASIN CONNECTION 808-0 INLET ID 30") 334-0 • '-'- IIiE WITH tTANDAIO fPECl1CATION{ FOR FIIiLK: WORKi OOIISTRUCTION S• USE WITH STANDARD SPECMICATKINS FOR PUlLK: WORKS CONSTRUCTION !11lET I OF>l SCALE : 1 =100 1. REINFORCMG STEEL SIfAl.l BE 1-14 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHEII- WISE SHOWN. 2. REINFORCING STEEL POR MSIDE FACE OF CATCH BASH SHALL BE CUT AT CENTER OF OPENMA AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2*INCHES CLEAR OF OPENING, S. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. SHE ROUNDED EDGE OF:OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 NICHES. 4.• CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. fB) ANGLE A FOR PIPES THROUGH SO NICHES M DIAMETER M LESS THAN 70 DEGREES OR OPEJ►TOi► THAN 110 DEGREES. [ 1140a-: Afl0'K G : Klow orENIMi I or Mw. t MMIi t MMI •' Mevs • t Mlli 40 •f • M• IMI[• i � SECTION A -A N RNE O R MA C NNE CTI N CO O � s trllt- : Merc N 2 �� oPENnls s� >r. A �I i STRUCTURAL DATA C OSE • t i1M'S MRS i t W1S OAIM 12' 4" 12 7� is. Ilh 43 . 7>V li• 14: 46• 0- 21. s' sr • 21' 511.7 � ya• s' 27' S 1/ • � 57' ! 41 � • so' c' � so' � � � • n b3• t 4j i 43• 10• • b>f• 7' is' log 72" 11" PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - OOUTNERN CALIFORNIA CHAPTER STANDARD PLAN MONOLITHIC CATCH BASIN CONNECTION 808-0 • '-'- IIiE WITH tTANDAIO fPECl1CATION{ FOR FIIiLK: WORKi OOIISTRUCTION 11N![T 10P! FOR ! OIIEATER /MAN 72• ffE PRO.IECT PLAN eE>=� You ao OOr�'�IUC;TION NCYTES � C�LJAI�TTITIES o � nav'`ivLn�fRT �PoCON�C OR SrRf�4LL CALL F4CHcc UTrL/TY PRO TO ANY i1bRlIG AR7. /IFA/ 0144W777Y l/NI? GoYNSTRIiCT 4' AANMN&N/ A.C. OIi7P f? 911,T GONPAClID /1M711�E' SW_ (_QT G�ENF1®1L AVX6 IF. GbYVI^RE71r CIJi'4g AND GYllT17P (6' C.F. © AWC/IY Of- f?7WTA/W STi1NJr3�R1D aETiyC 101) 4, ow GF. aW#TMCr GVAI^RETF CU148 AND GYlT7ER (8' C.F. MR C?OF Y fANTA/W STM2XRD QETi1�C 100 GF. T CVM;'RE7f CUW AND GYlITFR (6' CF TRANs/nnw >n 8' c.F) �II� GF GDNS7RliCT S7M04/PD CROSS GY117F7P AND SPANDRLcZL PD?C/TY orft7NTA/W STitW1�IRD DIETAIC 106KfOl7 .SF. O CVAWNVr 4' 1114C'K SJl71EH'Atlr *DTN 6 Allll7 LACATIl7W PER ICL" PMC/TY S7D. 1Q54. f1,� SF. 9 ft7WTA/W STAMaUPD 104-AfJ E4 AItSTALL STRIEL'T L/6)YT-5B1012 LU11ISV fACI PRL'SS•UW ® .sOarAw LAMPS: cODW hr4as w/cuT OF LOAF LXOff off Et O f U►'1tW AN AL P" (MNI9KJ11/ M7iJ►IV111bG or Ar /NSTACLED By sa c&r. main/ ca) C wa1►rr © CONST R£S/a0RM DRvFMr PL7P c/Tr OF FtaNrAA14 � Et 57AMIRD fQ? W-16' TD AW F1LZ0 LAGITFA E151"/M9 " ° G/6r'l:�- 1�AIItllllll/ I itnhpjwj t t+lt�►r!'S•11•� N SAI to 48► [- A*-F,r. 4. it (IAD 4910). 9. AL AItti�M'�R710E .4M� iRA�{IL'3' AAV COVL7PS 5741LL BLS' ED' 6 BELOW FIN/SHED 6RAL71E- BY SEWER CON7PACIt7R AND SA44LL BE RA/SED 717 6A?A0E BY PAV/MG CONTRACTOR AFTER COMPLET/ON OF PAVING. j 10. ' • ALL WL t2r f74AME:S AND GiD127PS SnNLL BIF TLD 6' NZ OW FA0'SHED 6?4aE BY IhATFR GONTRACTOR AND Sf/i1LL B1E R4/SED TD GR40E BY PALING GIDNTR4C7OR .4F7L7P COMPLE71'ON OF PAVING. J 11. REFER 70 C17Y OF MNTAIIK L/11/DERGROUNO V1X/T)' LOICATJb/V STANDARD . q�T,4,r 129. - 12. 1h?E ShIALL GOD/PD/1W 1E CGNII�7R!/L^TJl7YV #7N AU lJ?n/TIE3 CANnPACTt��� UD/MG TO Gq.S, MID OTHER /MP MENTS /NCL BUT MDT L/M/TF17 1ZrLEPHONE, ELECTR/C�44 LIGHTING TELEYIS/ON � LANOSCAP/NC LANOSCAP/IIIG APR/GAT/ON, D�D�t�/ESTIIG� WA7FR RECLA/M� WATER, S�EW�I?, STORA/ OR4/y1G4GE, ' fL000 CONTROL SYSTEMS �. y u. AS BU/YT mAMvVG'S' ShIALL BL' P11PlDVfAm BY nw CbWTIPACroIP ro nyE' Ew/NEFIP OF RECORD. RECORD DMN9MGS ShG4LL BE PROVIDED rO INE C/IY OF FONTAAIA. 14. 1Yf& LOICAnt7YV, AAS MIBThI OF LA"VFIYAY Af'Py4Ci4CH Alf"j4VVN:S MSL BF Z'TERMINED AT INE TIME of, AND SIwL G1DMFt7VPA/ N?TJ"I 1tlLr C/1Y Off- FONTA/W STANL34R0 aETA/LS AND DETA/LS HE7PE'aN. 1ST CaNTRAC1t7YP !S AVSTRWTED Tt7 li'E7rL'R Tt7 TNE:Sr PL4NS AND nw SPLA/f7CATbNS, MID WHERE' THERE 1S OR M4 BEA CONFLICT Sftt4LL /MMEDlATELY REPORT S410 GIDNFLCT OR POSSIBLE CONFZ/CT It7 Th/E OWNERS REPRESENTATIVE 16. S7L7?&AA7' REOiI//RED L/IVDER ALL A. C PAVEMENT. • 17. /Yb CONCRETE' SN&L BE' PLACED lA(M 75/£ F?7RA6 AND /PfmVf?7R0AVG STEE2 f>d4S • BEEN PLACED, /NSPECTFD AND APPROVED. • 1d )W MALLS A/VD FACES OF ALL EXC4VATA0NS 6WA7L7P 7'>L4N EINE'_ fSJ f= A'V AIV DEPTH Sh�4LL � EFfFCT/VLZY GUARDED BY A SHOR/NIG SYS'TE .SLOP/ Of' THE GROUND OR OTHER EQU/tiALENT MEi4N,S TRENCHES LESS ThG4/�l f1VL- S FLrLrT A'V D£PTy Sf><ALL ALSO 6F 0&4IPDED WHEN EXAM/11417AN /ND/C.47ED US GROUND A/DIiEMENT M4 BE EXPECTED. • 19. INE CONIRACIt71R(.�Sj SH&L OBTAAV A Ff7PMIT TO PIRFOR11/ EXGVAMV OR 6. PLAN MONOLITHIC CATCH BASIN CONNECTION 808-0 • '-'- IIiE WITH tTANDAIO fPECl1CATION{ FOR FIIiLK: WORKi OOIISTRUCTION 11N![T 10P! eE>=� You ao OOr�'�IUC;TION NCYTES � C�LJAI�TTITIES o � nav'`ivLn�fRT �PoCON�C OR SrRf�4LL CALL F4CHcc UTrL/TY PRO TO ANY i1bRlIG AR7. /IFA/ 0144W777Y l/NI? GoYNSTRIiCT 4' AANMN&N/ A.C. OIi7P f? 911,T GONPAClID /1M711�E' SW_ (_QT G�ENF1®1L AVX6 IF. GbYVI^RE71r CIJi'4g AND GYllT17P (6' C.F. © AWC/IY Of- f?7WTA/W STi1NJr3�R1D aETiyC 101) 4, ow GF. aW#TMCr GVAI^RETF CU148 AND GYlT7ER (8' C.F. MR C?OF Y fANTA/W STM2XRD QETi1�C 100 GF. T CVM;'RE7f CUW AND GYlITFR (6' CF TRANs/nnw >n 8' c.F) �II� GF GDNS7RliCT S7M04/PD CROSS GY117F7P AND SPANDRLcZL PD?C/TY orft7NTA/W STitW1�IRD DIETAIC 106KfOl7 .SF. O CVAWNVr 4' 1114C'K SJl71EH'Atlr *DTN 6 Allll7 LACATIl7W PER ICL" PMC/TY S7D. 1Q54. f1,� SF. 9 ft7WTA/W STAMaUPD 104-AfJ E4 AItSTALL STRIEL'T L/6)YT-5B1012 LU11ISV fACI PRL'SS•UW ® .sOarAw LAMPS: cODW hr4as w/cuT OF LOAF LXOff off Et O f U►'1tW AN AL P" (MNI9KJ11/ M7iJ►IV111bG or Ar /NSTACLED By sa c&r. main/ ca) C wa1►rr © CONST R£S/a0RM DRvFMr PL7P c/Tr OF FtaNrAA14 � Et 57AMIRD fQ? W-16' TD AW F1LZ0 LAGITFA E151"/M9 " ° G/6r'l:�- 1�AIItllllll/ I itnhpjwj t t+lt�►r!'S•11•� N SAI to 48► [- A*-F,r. 4. it (IAD 4910). 9. AL AItti�M'�R710E .4M� iRA�{IL'3' AAV COVL7PS 5741LL BLS' ED' 6 BELOW FIN/SHED 6RAL71E- BY SEWER CON7PACIt7R AND SA44LL BE RA/SED 717 6A?A0E BY PAV/MG CONTRACTOR AFTER COMPLET/ON OF PAVING. j 10. ' • ALL WL t2r f74AME:S AND GiD127PS SnNLL BIF TLD 6' NZ OW FA0'SHED 6?4aE BY IhATFR GONTRACTOR AND Sf/i1LL B1E R4/SED TD GR40E BY PALING GIDNTR4C7OR .4F7L7P COMPLE71'ON OF PAVING. J 11. REFER 70 C17Y OF MNTAIIK L/11/DERGROUNO V1X/T)' LOICATJb/V STANDARD . q�T,4,r 129. - 12. 1h?E ShIALL GOD/PD/1W 1E CGNII�7R!/L^TJl7YV #7N AU lJ?n/TIE3 CANnPACTt��� UD/MG TO Gq.S, MID OTHER /MP MENTS /NCL BUT MDT L/M/TF17 1ZrLEPHONE, ELECTR/C�44 LIGHTING TELEYIS/ON � LANOSCAP/NC LANOSCAP/IIIG APR/GAT/ON, D�D�t�/ESTIIG� WA7FR RECLA/M� WATER, S�EW�I?, STORA/ OR4/y1G4GE, ' fL000 CONTROL SYSTEMS �. y u. AS BU/YT mAMvVG'S' ShIALL BL' P11PlDVfAm BY nw CbWTIPACroIP ro nyE' Ew/NEFIP OF RECORD. RECORD DMN9MGS ShG4LL BE PROVIDED rO INE C/IY OF FONTAAIA. 14. 1Yf& LOICAnt7YV, AAS MIBThI OF LA"VFIYAY Af'Py4Ci4CH Alf"j4VVN:S MSL BF Z'TERMINED AT INE TIME of, AND SIwL G1DMFt7VPA/ N?TJ"I 1tlLr C/1Y Off- FONTA/W STANL34R0 aETA/LS AND DETA/LS HE7PE'aN. 1ST CaNTRAC1t7YP !S AVSTRWTED Tt7 li'E7rL'R Tt7 TNE:Sr PL4NS AND nw SPLA/f7CATbNS, MID WHERE' THERE 1S OR M4 BEA CONFLICT Sftt4LL /MMEDlATELY REPORT S410 GIDNFLCT OR POSSIBLE CONFZ/CT It7 Th/E OWNERS REPRESENTATIVE 16. S7L7?&AA7' REOiI//RED L/IVDER ALL A. C PAVEMENT. • 17. /Yb CONCRETE' SN&L BE' PLACED lA(M 75/£ F?7RA6 AND /PfmVf?7R0AVG STEE2 f>d4S • BEEN PLACED, /NSPECTFD AND APPROVED. • 1d )W MALLS A/VD FACES OF ALL EXC4VATA0NS 6WA7L7P 7'>L4N EINE'_ fSJ f= A'V AIV DEPTH Sh�4LL � EFfFCT/VLZY GUARDED BY A SHOR/NIG SYS'TE .SLOP/ Of' THE GROUND OR OTHER EQU/tiALENT MEi4N,S TRENCHES LESS ThG4/�l f1VL- S FLrLrT A'V D£PTy Sf><ALL ALSO 6F 0&4IPDED WHEN EXAM/11417AN /ND/C.47ED US GROUND A/DIiEMENT M4 BE EXPECTED. • 19. INE CONIRACIt71R(.�Sj SH&L OBTAAV A Ff7PMIT TO PIRFOR11/ EXGVAMV OR 6. G 2-OfQ? i 71M'L7VCH MVIPK AS DESL^RlBED AIV /NDTLr fd ABbV£ f1PW G4L/F17RNM STATE' �r ►LII. C•elt1�''1!t" V" ��,► �'�►. �---� ,. . DYVIS/ON OF /NL1U5'TRIAL Sr4fZrTY. SEE STANL�4/PD SPEC/f7C4T/ONS FOR PUBLIC' CWA • � Gr W L,006 MAW ISA . WORKS CON57RUIC7ION SECTXON 306-1.1.6 . A40 BACKFxL snc4LL r,4� PLACE' �n►n�ur �f A�IaIL OF Tf>2' S►TORM DRAIN TT ESTIVI,A7�S S /NSPECTOR. G 2-OfQ? Ab /IFA/ ©IGHMIIY lAw ® AVSTAIl 24' R.C.P. f3 D w LF. .AC/NiC'T1t7n/ S77P1!X71Il1W PER AAWA ® ST12 PLM/ J34 A071MI7L/TISAC GITCh/ 84SAV ® PER A.P. WA SM. PYMI .! 1 Lr. ® LVNS'TRliC'T C. it M1 ,1 PL7P L.A. C.. GD. S7D. 0# 12 2-o1iiU w=7' V-4.5 W7H Lor.& a. P� s uc.Fca sm. OW.� aye CA.s�' "c ALhL IN7. 1 PLAT GA.C.F.OD. S7D. D# V. AC7L4IL f'J4VF{/ENT ltA!C)WSS' 70 AF aETL'RMA'VL'D BY SM E7VGAVEZ74' AFILrIP LOMPLET/OYV Olf- RIDtIGH GRAD/MG. 2?. ADD"TE' STAKESS75NLL Ar SET BY 1hLr ,E71tiA'&17P 70 E7I48LE 7'1Lr CaNnP4CTt7YP TO CONSTRUCT 7NE MVRK TO THE PLM/ GR40ES 2.T ALL UTIL%I)' GOA/PANTE'S' "SMALL BF 6*FN 48 fil'N,/RS nbnXY P?10rP TO M'VRKW AMOUND TNE/R FAC/L/TIE'S: ?�. 84CKfTLL AL4TL74MS Sl'lALL KrJ?/FIED BY CANnPACAOR AAS A90R1DVL'D BY nW P&BW M2'>RKS AIVSPECTOR PR/OR I?7 ThIE PLAC/MG OF ANY PERM4WENT PAVL'MEM. All &ACKFILL M47EAc4Ls A0 ;10Wr SE alp' M (kN) MID A MM COK/PACTII7IV AF .90-T. 21tf PC CON7PACTt7YP REMWED ltd' h64 VF' A f ZIYL SET OF L.A. C. F. C. D. STAMaUWS & 5 AP. W.A. STANLaAAPS OW S/TE AT ALL TIMES P/P/OR T17 SmRA/ OR4/N CONSTRUCmom. G 2-OfQ? • ` EXrs Sh 17. P11PJC�YP Tt7 Gbnt7W OF MATER SZ'i1Z7P ANDT�7P STUR11/ QRA/W LAVES 77WNTR4CTi7YP NLL EXPl7SE ntil(E n�►G wA SEWER ANDR STORM ORAAV A1/E5' LWHE7PE' CONNECTJ(DNS M11:L OCCUR ",0 VFR/l Y THE7R ATI SDN AND LOGAINON. APPROVAL BY nyE C/TY OF FONTA/W OF A PROPOSED CONNECnIJN TV A C/TY FAC/L/TY DOES IVVT IMPLY APPROVAL OF ThIE CORRECTNESS OF TW ELEVAncry ANLL/oR LoCAnav As SHowN oN PLANx • 2d Ar "ING 6WO6W ll'A1F7P !S ETV4^OIGWIFW� A SYSTL'i/ APPROVED BY nYE C/TY EVIG/NEER S/�44LL BE /NSTALLED TO bEWATER SA10 r AREA AT Th/E DIRECTIIDN Olt THE SO/LS E7VG/NEE7P. . 2'9. ill'1 £XPnS£D METAL SURFACES SMU BLS GAIL IAM'ZL'D /1V A '^E MEIN THE CITY STANL34R0 SPEClfIGATJONS .ALL AA477IPXALS AND A/E7,'T>b1DS M BIF SM/LrCT M n'>+E" APPJ41Dt?IL O111111m= F 175' 1�10rTIFI CATI ONS t�TY ENG/NEER. .Yl AtC'TI,i4L TNiC/C7V1'3S' OlF' A.0 Pi4VEW'M' MVzl7yP EbiSE G0L/RSE AIHTERM Fli/IQ CITY OF FONTANA STREET S7RUCTUR4L SECnPON ShG4LL BE R CDMM£NDED BY A GEOTECHM^,�IL 8353 SIERRA AVENUE ENG/NE�'4i /IIAG REPORT AND SUBM/TTED 70 TIDE C/TY OF FONTA/W FOR APPROVJL FONTANA, CALIFORNIA 92335 tPON COMPLETION OF ROlJIGH GR40/N(G. TW PRq✓ECT aE12ZOPER /S, Ml GENEMMIl� TELEPHONE (909)350-7610 REWIRED TO BR/NG H06S hG4LF STREET SEC770yV FRONTAGES UP TD A 20 YE4R DESXW LArf BETWEEN SITE f'11PIDPERTY LINES; PLUS RE30III48LE JOINS TO EX/S17NG PAI/F'MENT SO.CALIF. GAS COMPANY-DISIR18UT10N FACILITIES S'U8JECT TO /71W APPROVAL BY 7t1F C/TY ENG/NEER. 16231 VALLEY BLVD. 37. ? ,ASIALL &r ThIL' RfSPCaND/Brl/TY OF ThE' CLW7RACrOII!' Tt7 /NVTiL'i' nom" FONTANA. CALIFORNIA 92335 Af7F/P INE BASE COURSE BIAS BEEN Gi7NSnPUCTEO AND BEFORE nw PAVING I>A.S TELEPHONE (889-9711 OR (800)422-4133 &rE'71/ AI/STALLEO SO TtG4T INE ElVG/NEElP MAY /NSTALL STREET CENTERL/NE SO.CAUF. GAS COMPANY - 1RANSMISSION DEPARTMENT MON7lMEN? AS REQU/RED BY THE C/TY CODE OF INE C/TY OF FONTAA(4 .. 2191 BIRCH CAUFOSTREET MEET92621 � AInvAcAnr us�nl�s ,ter Jnr � �4cK�LEn IWTn 7 airs Ar7M BY THE PYACEM TELEPHONE (909)529-2889 OR (800) 422-4133 ENT OF CONCRETE O7951 RE RAS L7YRECTED C/TY /NSPECTOR. SOUTHERN CALIFORNM EDfSON COMPANY • TANA,�CA�LIDFORNfA AVENUE OfY92336 r"A1iVA7E ENGI1NE,ER'S NOTE 909 357-6231 OF MER 909 357-6223 �SO. NO. OF MERRILL) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 800 422-4133 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. PRIVATE ENGINEERS NO�IiCE TO ALL OONTRAC�ORS IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE GENERAL TELEPHONE COMPANY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 245 N. MOUNTAIN VIEW AVENUE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND POMOtW1, CALIFORNIA 91766 THE CITY. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE TELEPHONE (213)357-2257 OR (800)422-4133 ' COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ' ALON L PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY SAN BERNARDINO _COUNTY FLOOD CONTROL DISTRICT � � CONTINUOUSLY AND NOT 9E LIMITED TO NORMAL WORKING HOURS; AND 825 EAST THIRD STREET I�HEIAIN C;�Or�TRUCTION THAT THE CONTRACTOR SHALL OFFEND, INDEMNIFY AND HOLD THE SAN BERNAI'tDiNO, CALIFORNIA 92408 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, TELEPHONE (909)383-1665 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK � WHEN ENGINEER CALLS FOR THICKENING THE INVERT OF THE PIPE, THIS ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE PACIFIC TELEPHONE & TELEGRAPH COMPANY ALL BE ACCOMPLISHED BY THE FOLLOWING MANNER. THE SOFFIT NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3073 ADAMS STREET BE INCREASED BY PLACING A BLANKET OF CONCRETE OF THE RIVERSIDE, CALIFORNIA 92504 REQUIRED THICKNESS IMMEDIATELY FOLLOWING THE PIPE 7W EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR TELEPHONE (714)359-2585 OR (800)422. NE PLACEMENT AND BENEATH THE POLYETHYLENE SHEET. THE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED 8Y A SEARCH OF ' AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO FONTANA WATER COMPANY i . THICKENING WILL BE OBTAINED BY OVEREXCAVATING THE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 8440 NUEVO AVENUE "� � AND SHIMMING -UP THE PIPE MACHINE MANDREL BY THE EXTRA jV401,11PED THICKNESS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO P.O. BOX 987 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES FONTANA, CALIFORNIA 92334 • NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION TELEPHONE (909)822-2201 OF, AND ANY DAMAGE TO, THESE LI PREPARED BY: � PHB 81r ASSOCIATES,INC. 109 EAST HUNTINGTON DRIVE, NES OR STRUCTURES. - i I srAnaVM REZPs V cE7v7FRLAVL3 O4. F sTREEr. CUOW 04TA /Pf7L745' 70 Thai' FAGS OF nW CL/R1q S. ALL EXPl7SED GDIMCRETL' S75G4U CVAfVM AIV GRAL7IE; Gb1COff AND f#V/S"H TD AIL " AGE/ID/N/NG CURBS AND S/DEWALX& 6 PAVL7NL'NT SEC77ON5 ST>bi!'1N AMI'A04" AND Sx/!R&'L^T /V hE17SltlW AW APPROVAL OF TN£ C/TY AS REWIRED BY SO/LS TEST TAKE7V AfT£R COMPLEnbM - OF ROUGH GRAD/Na ShWLO THZ STREET CDNST/PUCT/ON START MORE r1G4N .J _ AIRaNTHS AfTL7P THE PYMItS ARL" APPRDfrM AND 0• nW FTEZD PA "Off . " G1�N0/T/ONS C/>fA/VG&- 7HE7V TJN1E DEVEZOPER #VULD jW REQU/RED rO UPLLITF' ll>'lE DESIIGN 70 ACCO7. MAlOLa41"E ACIZ,NL FIEZD COND/ITONS ALL MVfrlr Sfl4LL AF G0kFLE7ED PRA7YP 10 P14VJ1'bG OF ,STREETS . d IXWM U1'VlnE74GRMW U71L/1iES AOW AS A PL?P AVXA'ABLE X3,5 1W MONROVIA, CALIFORNIA 91016 (818) 301-4410 FAX (818) 301-4415 Approved: Robert J. an, R.C.E. 42723, EXD. 3- 1 - CITY OF FONTANA °f°'"" I*" wr SO I DGE VI LLAGE Scale: s Designed Eby: 'CACI' 15793 Date: Date HdcH � WM STREET IMPROVEIIChecked I- C3 7 Dwg. ft. MNPLAM T FEBRUARY, 1997 ENGINEER, RCE 25126 Dole 2477 5 cC+F.owo w