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Home My WebLink About1867-13i .+chm j. M. I I ��,.�f�-�� I � - � - I( I � -- -.. � _� I6_ 44H ��ke��l � III �Ill��;A? AM it S�a�l�l� 47- jtr TANDARD OPR IAL PR/Q is OM ]1l T8= AN U D RG QUN FA ILI I S f ,r E R .i - Crossi R adw b Bo in d an Jac cin o tun nei ie Q 9 Y � : P s • II ship orfil 11 11 be ore an ac e k o tun ele -� Y _ f � �r __ �- _ un_ _ern ath{ � pav'eme t w-:tho t d stu bin sa e� Paeme t xo dwa sh o ' r ni � 0 1 t , be cur c u 1 n ss e i , _ p_o f c lly a1lQwed,by the per it. se vic pi es , f , Will n t b emit ed • � _ _ ✓ p nsi a of cu�lve is sed as tai ade of 1- - i !! j . str 1 I s }- i�ct res.. S hed le .E�c ntr�cto'rs ork hou s-sall be _ I s ,�tll I I sub itt�ed rib to the at t of work. -All bores i hal be ac3c3 mpl shed by th dr bo e m tho ttt meE ods}of or hq re roh bit ed upless s eci ica 1_y pprved 4 - 11M Department s e gin or -Be to ite ma be sed 1 i t i T- i - __ _ , C I TY OF FONTANA ,_ CAL. I FORN I A 1 S i PUBLIC WORKSDEPARTMENT gf M. I I ��,.�f�-�� I � - � - I( I � -- -.. � _� I6_ 44H ��ke��l � III �Ill��;A? AM it S�a�l�l� 47- jtr TANDARD OPR IAL PR/Q is OM ]1l T8= AN U D RG QUN FA ILI I S f ,r E R .i - Crossi R adw b Bo in d an Jac cin o tun nei ie Q 9 Y � : P s • II ship orfil 11 11 be ore an ac e k o tun ele -� Y _ f � �r __ �- _ un_ _ern ath{ � pav'eme t w-:tho t d stu bin sa e� Paeme t xo dwa sh o ' r ni � 0 1 t , be cur c u 1 n ss e i , _ p_o f c lly a1lQwed,by the per it. se vic pi es , f , Will n t b emit ed • � _ _ ✓ p nsi a of cu�lve is sed as tai ade of 1- - i !! j . str 1 I s }- i�ct res.. S hed le .E�c ntr�cto'rs ork hou s-sall be _ I s ,�tll I I sub itt�ed rib to the at t of work. -All bores i hal be ac3c3 mpl shed by th dr bo e m tho ttt meE ods}of or hq re roh bit ed upless s eci ica 1_y pprved 4 - 11M Department s e gin or -Be to ite ma be sed 1 i t t.; T- i - __ _ , C I TY OF FONTANA ,_ CAL. I FORN I A -• 9-9a .► z� S i PUBLIC WORKSDEPARTMENT gf ovE o X Ed. sne Sl 'uE 312E 0-1T .1a et- I r. V 3 A�uu�e .S.,B. L.F. C. A• a9ern�n/ C. ,rte . B -ZZ- 90 9 • /r• of /_ town by: C SEINER PLANS SUMM i T AVENUE Soaie: 1 "=400 AS BUIL T C. C. 17-3--90 k• of •q1 `CIVIL ENGINEERS STRUCTURAL ENGINEERS, LAND-PLAPI�NERS & SURVEYORS � 13892 PASADENA Ail NUE TUSTIN, CALIFORNIA 93680 • f 714) 730-3737� - - �� ,� i2��D�S/�N 8 SEGY. lXiE10 Co�v,� �iigl30 W,4T. C ��• {�- /8.-9/ 8-lgbgl sn1 7Ca g _ da�ieter $ ffi hal ion h?e e e ly arg 001 r than conduit with the. a ide Amin rdia mums ete- ins of i / _ - _ i ' i I f M. I I ��,.�f�-�� I � - � - I( I � -- -.. � _� I6_ 44H ��ke��l � III �Ill��;A? AM it S�a�l�l� 47- jtr TANDARD OPR IAL PR/Q is OM ]1l T8= AN U D RG QUN FA ILI I S f ,r E R .i - Crossi R adw b Bo in d an Jac cin o tun nei ie Q 9 Y � : P s • II ship orfil 11 11 be ore an ac e k o tun ele -� Y _ f � �r __ �- _ un_ _ern ath{ � pav'eme t w-:tho t d stu bin sa e� Paeme t xo dwa sh o ' r ni � 0 1 t , be cur c u 1 n ss e i , _ p_o f c lly a1lQwed,by the per it. se vic pi es , f , Will n t b emit ed • � _ _ ✓ p nsi a of cu�lve is sed as tai ade of 1- - i !! j . str 1 I s }- i�ct res.. S hed le .E�c ntr�cto'rs ork hou s-sall be _ I s ,�tll I I sub itt�ed rib to the at t of work. -All bores i hal be ac3c3 mpl shed by th dr bo e m tho ttt meE ods}of or hq re roh bit ed upless s eci ica 1_y pprved 4 - 11M Department s e gin or -Be to ite ma be sed 1 i t /VCS ,?P',E CONrJ2.9C'TO,e 1'-O OR O t//OE'9Y C41-7-Ae,4A4.9 OPC 770" "0 7 E. .6 12 C'0 ✓7_RUC7 /2'5'XTRA 97_R /VGT�/ l/ �/ C P • �,QEFE,2 TO STD, 0o!5 74A //— 13 ! F424Z C 7Y TA NA�h,�Sj/ S. B C�C 9 �� CON✓G'T. 8 O/4 . CONC. /�iJANyOL� �a'Se/Tl��7� �- � . • 2 Con/sT: GO"d/A. CONC' NrAN�/OG�: �o con/ 77,ruCa SEvrEN7' GTA /G ConisT 3o "o�A. srEE� CA s/n�< �, 0 LOT 8 3 0 HA WA45RICRA WF'oRt� 1YINWA 6 G T7-/�c,��Ess� rn�/��K y NIVEL P ¢ T'� 90�� A �a ,A C T 13 7.50 v ' 011 - O oo J r °J / "• / INZ n (6-9,0 58" 4,5 N- -- 4(-E— 415.. �� g2 BO�c c'UG VoI V1U,6 y CASE -�- ��cis 50. C. FC D. ,Z: oselWO 2 2 N W _ _ BORE CASING ST -RA /GHT, A UI -00' /V JIA. 4?q-,v UU LQ a1�.r N 201574- Ekp 9-�30-89 a f rcU rU,eC- 14 )e!5.5 e. C. a. CB Y,:9 7 OUA4A41 r � � )VU,' S•B•C�•C•O SEE /��t t�v,�E� lc�A'v��,eo Cas -,in s:t r- A fTrT 7' C�!(1� _ , ; I I >I A. All pi es ix nch s ( ") n diameter or I arg r s all be , r 1" �. platedit in at of asi g. ' They in tal ati n a. mu tiple pip;es o¢r d Gts re and ess of diaetes,ill,req ire, s f instal {ati n i a tee ea ing. I-- a4 Minimu wa 1 tt ick ess s for stee pie c sin fo di ferent } sixled ipe ar as fol ows�s t�in:imum Wa V1 T iek I less --t siz(U o 11,01 en h - -- - -- -over- 1�-- n _' e Pi e - _ y, �T 30N to,38n iiiiiiiijilljl Pow 1/21 Y I - ( I I I I 621 to C72" 4 Ji 'C. Spiral welded -oasing ia,�not authorized.. D'* The ends of the casing.shall-be'plugged with ungrouted bricks O or other suitable material approved,by the Department's representative. 4, E. When required by the Department's representative, the + permittee shall -at his expense, pressure grout the area between the pavement and the casing from within the casing and/or from the top.of pavement in order to fill any voids ' caused by the work covered under this permit. The increments for grout holes shall be eight -feet (8' staggered and located 22 -1/2 -degrees from the vertical axis of the casing. Pressure shall not exceed five (5) PSiG for a duration 2 sufficient to fill all voids. O F. The installation of multiple casing shall be installed with a -minimum of 1-1/2 diameter clearance between casings, but not; X less than 18 inches (18"). The clearance -between casings L- O s crossing freeways shall be two (2) diameters minimum, but not j, h n. 24 inches (240). G. The casings placed within freeway right-of-way shall extend, to the access control lines. H. Wing cutters, if used, shall be a maximum of one inch (1.-) larger than the casing. Voids caused by the use of wing 'ZI\\ cutters shall be grouted in accordance with "E." above. I. A band welded to the leading edge of the casing should be i = placed square to the alignment. The band should not be on the bottom ed laced e.P Flaring the lead section on bores over 100 feet (lOQ') shall not be permitted. 0 J. All casing lengths shall be equal to the auger length. K. The casings placed within conventional highways shall extend five feet (51) from back of curb or pavement to five feet (5') bagk of curb or pavement, or to right-of-way line,if less. Where PCC cross -gutter exists, the casing shall extend J / at least five feet (51) beyond the back of the cross -gutter, 1 oo / �� L� of to right-of-way line if less. 2�•�/-i Bore. Pit and Receiving Pit shall be: 8 � '��•� A. Located at least 10 feet (101) from edge of pavement on conventional highways in rural areas. o I B. Located five feet (51) behind concrete curb or AC dike on re conventional highways in urban areas. 82G.0o L. = 6 52.D3 � C. Located five feet (51) outside toe -of slope in embankment 7— ' 3¢4 0-7 areas. D. Located outside of freeway right-cf-way.. E. Adequately fenced and/or type K barrier placed. F. Adequately shored in accordance with CAL -OSHA requirements. shoring for jacking and receiving pits --located within 15 feet (15') of traffic lanes.on•the State highway shall not extend" more than 36 inches (36") above the pavement grade unless otherwise authorized by the Department's representative. • Reflectors shall be affixed to the shoring on the sides facing traffic. A six-foot (61) chain link fence shall be installed around the entire perimeter of the pits during Q non -working hours. i G. All pits should have crushed rock and sump areas to clear - ground water -and water used to clean the casing. Where ground.Nt�r is found and pumping is required, the pits `shall i be lined with filter fabric. 4E*ZY A5ND OF SiEkVE)? 1..ATERA /VO JEZ y PLANS PREPARED UNDER THE DIRECTION OF: a REVISIONS No Desori tions G � % G � T- i - __ _ , C I TY OF FONTANA ,_ CAL. I FORN I A -• 9-9a .► z� j. it KAP 8 ASSOEClA ESQ -- i PUBLIC WORKSDEPARTMENT gf ovE o X Ed. sne Sl 'uE 312E 0-1T .1a et- I r. V 3 A�uu�e .S.,B. L.F. C. A• a9ern�n/ C. ,rte . B -ZZ- 90 9 • /r• of /_ town by: C SEINER PLANS SUMM i T AVENUE Soaie: 1 "=400 AS BUIL T C. C. 17-3--90 k• of •q1 `CIVIL ENGINEERS STRUCTURAL ENGINEERS, LAND-PLAPI�NERS & SURVEYORS � 13892 PASADENA Ail NUE TUSTIN, CALIFORNIA 93680 • f 714) 730-3737� - - �� ,� i2��D�S/�N 8 SEGY. lXiE10 Co�v,� �iigl30 W,4T. C ��• {�- /8.-9/ 8-lgbgl sn1 7Ca g _ da�ieter $ ffi hal ion h?e e e ly arg 001 r than conduit with the. a ide Amin rdia mums ete- ins of deco the' / _ - _ pipe -orj du t$ can; either"ibe a a ew COm oda r u ed e p tea taut ace ent` an pie. ` If re (it ova: a ajuse ,'he pi csai�ig e, It o• ,�, ,�• o I I f I I I 1 I I[beforep0 ha l be a ro Zins all ed do Y t e D . ar�ment p, ,` s ono }_ nee ox re P ese _. tbtdve `- - /VCS ,?P',E CONrJ2.9C'TO,e 1'-O OR O t//OE'9Y C41-7-Ae,4A4.9 OPC 770" "0 7 E. .6 12 C'0 ✓7_RUC7 /2'5'XTRA 97_R /VGT�/ l/ �/ C P • �,QEFE,2 TO STD, 0o!5 74A //— 13 ! F424Z C 7Y TA NA�h,�Sj/ S. B C�C 9 �� CON✓G'T. 8 O/4 . CONC. /�iJANyOL� �a'Se/Tl��7� �- � . • 2 Con/sT: GO"d/A. CONC' NrAN�/OG�: �o con/ 77,ruCa SEvrEN7' GTA /G ConisT 3o "o�A. srEE� CA s/n�< �, 0 LOT 8 3 0 HA WA45RICRA WF'oRt� 1YINWA 6 G T7-/�c,��Ess� rn�/��K y NIVEL P ¢ T'� 90�� A �a ,A C T 13 7.50 v ' 011 - O oo J r °J / "• / INZ n (6-9,0 58" 4,5 N- -- 4(-E— 415.. �� g2 BO�c c'UG VoI V1U,6 y CASE -�- ��cis 50. C. FC D. ,Z: oselWO 2 2 N W _ _ BORE CASING ST -RA /GHT, A UI -00' /V JIA. 4?q-,v UU LQ a1�.r N 201574- Ekp 9-�30-89 a f rcU rU,eC- 14 )e!5.5 e. C. a. CB Y,:9 7 OUA4A41 r � � )VU,' S•B•C�•C•O SEE /��t t�v,�E� lc�A'v��,eo Cas -,in s:t r- A fTrT 7' C�!(1� _ , ; I I >I A. All pi es ix nch s ( ") n diameter or I arg r s all be , r 1" �. platedit in at of asi g. ' They in tal ati n a. mu tiple pip;es o¢r d Gts re and ess of diaetes,ill,req ire, s f instal {ati n i a tee ea ing. I-- a4 Minimu wa 1 tt ick ess s for stee pie c sin fo di ferent } sixled ipe ar as fol ows�s t�in:imum Wa V1 T iek I less --t siz(U o 11,01 en h - -- - -- -over- 1�-- n _' e Pi e - _ y, �T 30N to,38n iiiiiiiijilljl Pow 1/21 Y I - ( I I I I 621 to C72" 4 Ji 'C. Spiral welded -oasing ia,�not authorized.. D'* The ends of the casing.shall-be'plugged with ungrouted bricks O or other suitable material approved,by the Department's representative. 4, E. When required by the Department's representative, the + permittee shall -at his expense, pressure grout the area between the pavement and the casing from within the casing and/or from the top.of pavement in order to fill any voids ' caused by the work covered under this permit. The increments for grout holes shall be eight -feet (8' staggered and located 22 -1/2 -degrees from the vertical axis of the casing. Pressure shall not exceed five (5) PSiG for a duration 2 sufficient to fill all voids. O F. The installation of multiple casing shall be installed with a -minimum of 1-1/2 diameter clearance between casings, but not; X less than 18 inches (18"). The clearance -between casings L- O s crossing freeways shall be two (2) diameters minimum, but not j, h n. 24 inches (240). G. The casings placed within freeway right-of-way shall extend, to the access control lines. H. Wing cutters, if used, shall be a maximum of one inch (1.-) larger than the casing. Voids caused by the use of wing 'ZI\\ cutters shall be grouted in accordance with "E." above. I. A band welded to the leading edge of the casing should be i = placed square to the alignment. The band should not be on the bottom ed laced e.P Flaring the lead section on bores over 100 feet (lOQ') shall not be permitted. 0 J. All casing lengths shall be equal to the auger length. K. The casings placed within conventional highways shall extend five feet (51) from back of curb or pavement to five feet (5') bagk of curb or pavement, or to right-of-way line,if less. Where PCC cross -gutter exists, the casing shall extend J / at least five feet (51) beyond the back of the cross -gutter, 1 oo / �� L� of to right-of-way line if less. 2�•�/-i Bore. Pit and Receiving Pit shall be: 8 � '��•� A. Located at least 10 feet (101) from edge of pavement on conventional highways in rural areas. o I B. Located five feet (51) behind concrete curb or AC dike on re conventional highways in urban areas. 82G.0o L. = 6 52.D3 � C. Located five feet (51) outside toe -of slope in embankment 7— ' 3¢4 0-7 areas. D. Located outside of freeway right-cf-way.. E. Adequately fenced and/or type K barrier placed. F. Adequately shored in accordance with CAL -OSHA requirements. shoring for jacking and receiving pits --located within 15 feet (15') of traffic lanes.on•the State highway shall not extend" more than 36 inches (36") above the pavement grade unless otherwise authorized by the Department's representative. • Reflectors shall be affixed to the shoring on the sides facing traffic. A six-foot (61) chain link fence shall be installed around the entire perimeter of the pits during Q non -working hours. i G. All pits should have crushed rock and sump areas to clear - ground water -and water used to clean the casing. Where ground.Nt�r is found and pumping is required, the pits `shall i be lined with filter fabric. 4E*ZY A5ND OF SiEkVE)? 1..ATERA /VO JEZ y PLANS PREPARED UNDER THE DIRECTION OF: a REVISIONS No Desori tions G � % G � Bench Mark FVE 43 — R.R. Spike in E.P. by FFOI53555X S'.1 . y side of Baseline 220' +/— E'ly•of Cherry Ave. Elevation = 1313,04 i - __ _ , C I TY OF FONTANA ,_ CAL. I FORN I A -• 9-9a .► z� j. it KAP 8 ASSOEClA ESQ -- i PUBLIC WORKSDEPARTMENT gf ovE o X Ed. sne Sl 'uE 312E 0-1T .1a et- I r. V 3 A�uu�e .S.,B. L.F. C. A• a9ern�n/ C. ,rte . B -ZZ- 90 9 • /r• of /_ town by: C SEINER PLANS SUMM i T AVENUE Soaie: 1 "=400 AS BUIL T C. C. 17-3--90 k• of •q1 `CIVIL ENGINEERS STRUCTURAL ENGINEERS, LAND-PLAPI�NERS & SURVEYORS � 13892 PASADENA Ail NUE TUSTIN, CALIFORNIA 93680 • f 714) 730-3737� - - �� ,� i2��D�S/�N 8 SEGY. lXiE10 Co�v,� �iigl30 W,4T. C ��• {�- /8.-9/ 8-lgbgl �aslgned b s .C. Date: �haokad bys R.S, �j '� A ro ed __ `c�rs..- �a P Y i - `iyt-,� lMcIr ENGINEER R.C.E. IZr: Dwg No, . .. �� 6 .: J.R. KAPP R.C.E. 23015 DATE <.: _ - _ 1 �j — 1 at R.� d