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HomeMy WebLinkAbout4825-4BENCHMARK: CHISELED SQUARE IN WEST CURB RETURN N.W CORNER SLOVER & CITRUS AVENUE ELEV = 1067.73 BASIS OF BEARINGS: THE CENTERLINE OF JUNIPER AVENUE SHOWN AS N 0012'52" W, PER CITY OF FONTANA, PARCEL MAP NO. 4778, RECORDED IN BOOK 63, PAGES 23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. 01St Cowin I .curt ►tor "= t •++aa, wr•=a lot 11tCrtlt civti tMC1AttR +r't.,/ttt,yyt! e set t•rw.,r 4 May 1. 2006 r A rAt &P~AL Oa t Gy1163 dpwa &W fw M CAA G d MMM.M/ I.rEnMh .Y4r I /* •4. 'f 4W f�If {r1r'>R hnslt .tl iRgNb /EtrM»vM4tOtr "O" bets for earth tovers to Oho Iacludi 1A'-0" STAN 10, 12' t 1 • SDOh / S' (,' 7' a' 10,1 12' t 4 W§IC7 i' i" T' {' 9' f 0' i' 7' 4' !' 10' 11' 12' 7' s' t 0' f 1 ' 12' 13' t 1' 11ti,moer t t ! 10 11 12116120 *&lm0rc6~f LOnf 11 See Nate S ■e See Nota 6 Optional Const rl ' II See Note T l:t /4 C a 1a const it F 00 9 WWI _r +.r I V I.@ �v F.-I "I _V #r W# wf Vr w( wf r•l IF it Ri f7 ■r_I f s1 # =r U/ Invert M 4- f ht -T ht {•1 4.1 !•1Slope 4i:t sT Rt et RZ Rt Rt R7 R1 R7 s s7 RT RT tt •� R7 R7 s7 Rs / /s stt I40 7 -1 1 t {• 4- FS61';,4441 • •1 -1 -1 11 1 4-1 1 1 6.4 R ne s4 ! s4 R4 s4 R s4 46 R s R4 a4 R R4 /4 N N 04 R4 r Ri S2. . ><�. . 46110. 1. 32, S.{ .Srs• S. x. fA 7.t 3. f.9sati1 s. 64.1 l,sss. Ss. TS. 1.4 1. SLOPED INVERT 13603731"513621$$310" 3i 1 413 41 S 424 440 471 66 34 37 47t 44 S2 4Sf0 4!2 SSG T 60S S64 634 604 34 See (!sate ! C )or �•' lain iijlate, � ,b oars b' hors d"Lt...); ears See Nota 4 _73 o d Dors • • See tote 6 t '• "o' oars 3'•- flirt fillets •�� ,a _ s tionof Const ,It l 'PZr 'd N sbW&_! . Don or or 14 Seo sofa 3 I fes Note t for *Over Ovlr i >eCA 1 f 1 /4 94 , is 14 R4 Total 3 "e" a .Seo Note 4 iI e4 a Is You Ic f yo RCd tr TYOr Alternot ilfe yP Const .tt Altern*tive Const it _ bOrs See Not* 4 Cons*jt or oOrt e4 04 o f� VON Typ I • • TYPICAL SECT10N Yi Spon t SP NS 4'THRU S' r TYPICAL SECTION SPANS 10'THRU 14' 7" WIDTH 7' (SEE NOTE 4) be -s THRU 14' SIMILAR biers 1 'e" be -s '*" oore -4, 1 See Note 3; WALLJ SECT10K SPAN- $ 0T R � 14' PLAII INVEKT 00 11 _i I l UWert V I NVERT TRAPEZOIDAL, INVERT ALTERNATIVE INVERTS Z la NOS S: 0 1. For boxes with span or height lass than any of that* shown in tbble, use next greater size oat Concrete di/Lensioas and reinforcement. Mate necessary Changes in bor iengtnt ona quontit4s. 2. 0uantities pre o0proximote and for desigl. purposes only. 3. for bastes with sport or height or cover greater than those spawn in tow**, o special design is roquired. 4, It is peraiesiblo t0 11ioif►oto *to 140' hoo0% on every Other W. S. "e" bon ore of half spacing (&pons t0'- 14'only). 6. "Q' bars ore at hall spet:ing (sooM 10' - 11' ohty)• 7. Provld* paving notch when top is exposed ohd who pavement is WfloW c4ement concrete, and odjust quont:ties. s. for design and details not slow►, see Standard Plan 042. !. For #x06400 top, Prov;(* /4 0 1••6" each "gr 2'-0' lop "C" bora or fu11 &Pon dna oojus•). STATE OF CALWORfu OVARTMENT OF TRA?4PCRTAT" CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D 8 0 1. DESIGN SHALL BE ACCORDING TO CALTRANS STD D80, "CAST IN PLACE REINFORCED CONCRETE SINGLE BOX CULVERT.' 2. ASSUME DESIGN COVER OF 10 FEET OVER CULVERT, AND HS20 LIVE LOAD. 3. IF PRECAST PIPE IS USED, THE MANUFACTURER SWILL PROVIDE COMPLETE STRUCTURAL DESIGN AND CALCULATIONS, TO BE REVIEWED AND APPROVED BY THE CITY OF FONTANA BEFORE CASTING BEGINS. 4. CONCRETE DESIGN STRENGTH AND REINFORCING REQUIREMENTS SHALL BE ACCORDING TO CALTRANS SPECIFICATIONS. 5. IN ALL CASES REINFORCING SHALL BE USED FOR THE NEXT SIZE UP IF SIZE IS NOT NOTED IN CALTRANS TABLE. PREPARED BY: 11io ')iQ 0 9 - --Noma". sm I% CONSULTING INC. ��' Gt�" DIAL TWO uORKING ' T.9ME716400 BEFORE DAYS BEFORE CIVIL ENGINEERING F. go.'1 .,m YOU DIG YOU DIG LAND PLANNilKi & SURVEYING WwWLW-nvcNEr TOLL FREE 1 -800-227-260ER0 Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALT REV SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE WA Vi I 3 Zai \/5 F09, PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. SLC:IIVIN A -A 1 ARCF SECTION B -B I; e AMU MAY HAW A WWNWS}iCE- SHAPED. CIRCU.AR. ELLIPTICAL IN 9=TION. •REEL PAT IM a 10m Is IAL 0Ly. WE BORE'& CONSIRUCTION R= OR ARCH 10 RCP U! CAST JOINT OF RCB OR ARCH. RSG 70 ARCH. USE CONST JOINT OF RCB NOTE 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, -SPACING. PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RM TO RCP AND RCS TO ARCH - THAT OF RC8 SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS -THE WALL THICKNESS OF THE RCP PLUS 100 mm (40) GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY -UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCS TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RC8 OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN -THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL SE SMOOTH AND VARY UNIFORMLY 13ETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE. EMBEDMENT P SHALL BE 130 mm (5') FOR PIPE SIZE OF 2400 mm 96") OR LESS, AND 200 rrlm (15") FOR PIPE SIZES OVER 2400 mm ("o). 6. Cc = 28 MPa (4000 PSI) AT 28 DAYS AND. THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUOItNAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING T'O ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION 8-8. 9. THE TRANSITION STRUCTURE SHALL 13E CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB. OR ARCH STRUCTURES SHOWN ON THE PLANS. TRANS'tT10N �t�iUGillFiE - RCB TO PSE 9PPWC WMDMD 342-1 Prepared Under The supervision Of : CITY OF FONTANA, CALIFORNIA SS/qtr sC, STORM DRAIN IMPROVEMENT PLAN 's DRAWN BY: SCALE: > Na. 35� DSK AS SHOWN e Exp. 6/30/2010 >` DESIGNED BY: MALS DATE: olvtv- DSK - 11/20/09 � CHECKED BY: 'Date _ _ � AP BY: DRAWING NO.: 4, NCENT W SCARPA I PE. 33520IPI VS i NEER DA' 1 •�•`� 4825 4 „ IT�iE1� 5iF IT3if �1 �NT9I31iIITIiF IQ9E�[l i IQYf ➢[L9I 9Q�F Its QSE lET3if?3i N il9FiiQi sFYiL1iQ➢iZiEZ2 Q����®li:Stlig[�rtSl�ri�ii►�tyrS)J'iS �iS�dd����d��r� © :�'f iyl J� t��rL�Q�13�iyJiSQu 1""�1•�8►' ®B[38i�ii[ii3'. [sit,it3i['Sit i87i�',"i3:�i[';16i[tilEi 3�iES'1fi�lii '�'ii61i[31t1iEi�3�.7i E5i7iYAi !W5 05Ka7firWyft_yA1rWe [i;l[3it3i113i[ii 3'r3i �',SEiii3.yi�"1�Si1� Y�5©ins []i t�Gil�il[�ETiii [S�iGi[Tli[�I�iG11C5i[SiESi ES17mFBu..V&m 1'4"Wil ®®IE�I6iiIII�NIt%i9iSCiisrl9r'�,si11�3�31'S'r'i-;'�Er'iitFiic�'ii IF�c�'1SIE��i Thi?.'1filFid"59T1s1�r'1Si�r�'1.'.'1S�t1I'�'1ST15 >f�iL�iT*iaE3171®iC?i�7i ��I<�r�*,s�l�©©a��1�cj111a�Icltal�Ic�1��1�7c�c�c�ay�I1�IICzit�nyctir�%�%..��ylt�lc�l>�I�ym�lcx� mt�.aylt�..n-���.�r�ln��®yam ©Q�1��.©/��/��/©�}1���/©.�I���•���•�©f.t���!}/©�.�{Q�Y/���m!!L�ia��®Ral �®y �i.►.i i.+.J �^i!.i�i�+����R7.I�J1� +}�����/�1 !f�.i�/ 01St Cowin I .curt ►tor "= t •++aa, wr•=a lot 11tCrtlt civti tMC1AttR +r't.,/ttt,yyt! e set t•rw.,r 4 May 1. 2006 r A rAt &P~AL Oa t Gy1163 dpwa &W fw M CAA G d MMM.M/ I.rEnMh .Y4r I /* •4. 'f 4W f�If {r1r'>R hnslt .tl iRgNb /EtrM»vM4tOtr "O" bets for earth tovers to Oho Iacludi 1A'-0" STAN 10, 12' t 1 • SDOh / S' (,' 7' a' 10,1 12' t 4 W§IC7 i' i" T' {' 9' f 0' i' 7' 4' !' 10' 11' 12' 7' s' t 0' f 1 ' 12' 13' t 1' 11ti,moer t t ! 10 11 12116120 *&lm0rc6~f LOnf 11 See Nate S ■e See Nota 6 Optional Const rl ' II See Note T l:t /4 C a 1a const it F 00 9 WWI _r +.r I V I.@ �v F.-I "I _V #r W# wf Vr w( wf r•l IF it Ri f7 ■r_I f s1 # =r U/ Invert M 4- f ht -T ht {•1 4.1 !•1Slope 4i:t sT Rt et RZ Rt Rt R7 R1 R7 s s7 RT RT tt •� R7 R7 s7 Rs / /s stt I40 7 -1 1 t {• 4- FS61';,4441 • •1 -1 -1 11 1 4-1 1 1 6.4 R ne s4 ! s4 R4 s4 R s4 46 R s R4 a4 R R4 /4 N N 04 R4 r Ri S2. . ><�. . 46110. 1. 32, S.{ .Srs• S. x. fA 7.t 3. f.9sati1 s. 64.1 l,sss. Ss. TS. 1.4 1. SLOPED INVERT 13603731"513621$$310" 3i 1 413 41 S 424 440 471 66 34 37 47t 44 S2 4Sf0 4!2 SSG T 60S S64 634 604 34 See (!sate ! C )or �•' lain iijlate, � ,b oars b' hors d"Lt...); ears See Nota 4 _73 o d Dors • • See tote 6 t '• "o' oars 3'•- flirt fillets •�� ,a _ s tionof Const ,It l 'PZr 'd N sbW&_! . Don or or 14 Seo sofa 3 I fes Note t for *Over Ovlr i >eCA 1 f 1 /4 94 , is 14 R4 Total 3 "e" a .Seo Note 4 iI e4 a Is You Ic f yo RCd tr TYOr Alternot ilfe yP Const .tt Altern*tive Const it _ bOrs See Not* 4 Cons*jt or oOrt e4 04 o f� VON Typ I • • TYPICAL SECT10N Yi Spon t SP NS 4'THRU S' r TYPICAL SECTION SPANS 10'THRU 14' 7" WIDTH 7' (SEE NOTE 4) be -s THRU 14' SIMILAR biers 1 'e" be -s '*" oore -4, 1 See Note 3; WALLJ SECT10K SPAN- $ 0T R � 14' PLAII INVEKT 00 11 _i I l UWert V I NVERT TRAPEZOIDAL, INVERT ALTERNATIVE INVERTS Z la NOS S: 0 1. For boxes with span or height lass than any of that* shown in tbble, use next greater size oat Concrete di/Lensioas and reinforcement. Mate necessary Changes in bor iengtnt ona quontit4s. 2. 0uantities pre o0proximote and for desigl. purposes only. 3. for bastes with sport or height or cover greater than those spawn in tow**, o special design is roquired. 4, It is peraiesiblo t0 11ioif►oto *to 140' hoo0% on every Other W. S. "e" bon ore of half spacing (&pons t0'- 14'only). 6. "Q' bars ore at hall spet:ing (sooM 10' - 11' ohty)• 7. Provld* paving notch when top is exposed ohd who pavement is WfloW c4ement concrete, and odjust quont:ties. s. for design and details not slow►, see Standard Plan 042. !. For #x06400 top, Prov;(* /4 0 1••6" each "gr 2'-0' lop "C" bora or fu11 &Pon dna oojus•). STATE OF CALWORfu OVARTMENT OF TRA?4PCRTAT" CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D 8 0 1. DESIGN SHALL BE ACCORDING TO CALTRANS STD D80, "CAST IN PLACE REINFORCED CONCRETE SINGLE BOX CULVERT.' 2. ASSUME DESIGN COVER OF 10 FEET OVER CULVERT, AND HS20 LIVE LOAD. 3. IF PRECAST PIPE IS USED, THE MANUFACTURER SWILL PROVIDE COMPLETE STRUCTURAL DESIGN AND CALCULATIONS, TO BE REVIEWED AND APPROVED BY THE CITY OF FONTANA BEFORE CASTING BEGINS. 4. CONCRETE DESIGN STRENGTH AND REINFORCING REQUIREMENTS SHALL BE ACCORDING TO CALTRANS SPECIFICATIONS. 5. IN ALL CASES REINFORCING SHALL BE USED FOR THE NEXT SIZE UP IF SIZE IS NOT NOTED IN CALTRANS TABLE. PREPARED BY: 11io ')iQ 0 9 - --Noma". sm I% CONSULTING INC. ��' Gt�" DIAL TWO uORKING ' T.9ME716400 BEFORE DAYS BEFORE CIVIL ENGINEERING F. go.'1 .,m YOU DIG YOU DIG LAND PLANNilKi & SURVEYING WwWLW-nvcNEr TOLL FREE 1 -800-227-260ER0 Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALT REV SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE WA Vi I 3 Zai \/5 F09, PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. SLC:IIVIN A -A 1 ARCF SECTION B -B I; e AMU MAY HAW A WWNWS}iCE- SHAPED. CIRCU.AR. ELLIPTICAL IN 9=TION. •REEL PAT IM a 10m Is IAL 0Ly. WE BORE'& CONSIRUCTION R= OR ARCH 10 RCP U! CAST JOINT OF RCB OR ARCH. RSG 70 ARCH. USE CONST JOINT OF RCB NOTE 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, -SPACING. PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RM TO RCP AND RCS TO ARCH - THAT OF RC8 SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS -THE WALL THICKNESS OF THE RCP PLUS 100 mm (40) GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY -UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCS TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RC8 OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN -THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL SE SMOOTH AND VARY UNIFORMLY 13ETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE. EMBEDMENT P SHALL BE 130 mm (5') FOR PIPE SIZE OF 2400 mm 96") OR LESS, AND 200 rrlm (15") FOR PIPE SIZES OVER 2400 mm ("o). 6. Cc = 28 MPa (4000 PSI) AT 28 DAYS AND. THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUOItNAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING T'O ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION 8-8. 9. THE TRANSITION STRUCTURE SHALL 13E CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB. OR ARCH STRUCTURES SHOWN ON THE PLANS. TRANS'tT10N �t�iUGillFiE - RCB TO PSE 9PPWC WMDMD 342-1 Prepared Under The supervision Of : CITY OF FONTANA, CALIFORNIA SS/qtr sC, STORM DRAIN IMPROVEMENT PLAN 's DRAWN BY: SCALE: > Na. 35� DSK AS SHOWN e Exp. 6/30/2010 >` DESIGNED BY: MALS DATE: olvtv- DSK - 11/20/09 � CHECKED BY: 'Date _ _ � AP BY: DRAWING NO.: 4, NCENT W SCARPA I PE. 33520IPI VS i NEER DA' 1 •�•`� 4825 4