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N------------------------------------------- O O fAj LSE "A" PLAN 0 0 N g * EXISTING UTILITIES NOTE BENCHMARK p IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND ELEVATION OF 1 1 +29.6-3 LINE A tq ........................ � .. EXISTING UTILITIES PRIOR TO THE START CITY of FONTANA BM 525 PK NAIL DIAL TOLL FREE OF ANY CONSTRUCTION. BEECHL &#VASLLEY 5E NE CORNER -800-227-2600 ELEVATION = 1079.02 a AT LEAST TWO DAYS BEFORE YOU DIG N UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV. `� 1 1 10 75 : 1070 ;,.......................:,.......................t........................;,.................... PROFILE SCALES HORIZ. : 1 " = 20' VERT. : 1 " = 4' lei #1 1080.50 C 1079.50 L : >. W=14' V= 142'1 1078.03 NV tr EX 3f r " R SERVICE o •+ c 'ci _4 , k: , �:'.:.....�.--. T�: a :ice , t::; 3 CD , f :� , o �., O i SEX 8° WTR O I w\ Z..- ..,.w I ........... w ....... ......... .................... .......... a ......... 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I ..... a _. � E r T•I O N B __ B :� ..STi...�l.. •":'.•{�. ..RPK JI'i�i��Y:Y •w �ICTORIAL r:�-�f Y, SE -E NiOTESS 2 .•.ND 5 STANDARD PLANS FOR PUBLIC; WORKS CONSTRU'C'D ,N ANSIT1oN STRUCTUE aTA:i?111%2 f��.�:' r gtw;axAYf:U C•s 7f*� $�iJeUr, W1, 57k}1CAFtt7$ :4 • .Rf Jtf3 1994 "`E SINGLE R C TC SINGLE .RCB 341-2 �• 2005., 2009 t:c1c U,IT., C�'AAI,IAnh �e ri^trtnA•rt^1111•. r.... SECTION A -A: 7T�EHCFIING & BACKFLL DETAL FOR PR RCB N.T.S. CONSTRUCTION NOTES .y ; J . . . _. . -r �+- :HE H��zRi/.ONTAt- ANGLE: CSF DIVERGENCE .OR COf��UER:aw,I`1\, r�, SHAD i . 7... W NICT EXCEED 5' �5', _ .. 4'. SIE RE�NFrsRGING .S T EEL BAR .SIZE,: SPACING AN COVER OVER THw r •� t ri t. r C. s v " , 80 J .w•wABS SE R'S C T.�P AN;J E r TRAIGI-� T TrZANS11ER I:3A L -B AC'S :N TOR AND BOTTOM CORINERS' OF: STRAIGHT :VERTICAL BARS D ,. I : ' � E ' 'r i'� �i h I P D �.. I'�I Iv T' I Iti R �. T '� A f i L ,� R .. - r�ND OR LO al UD AL D.ST f8 TG= CIS. E3C;TTOItii SLABS OR SIDE W' AL:LS ..SHALL 6E' . THLSE O ,A/H:CHPVER ADJOINING RCB SECTION PROtfIDCS THE 'GREATER .�,i'�".EL :�Rr7IR FGR E:1c:N T'�'FE CF BAR AN GREATEST CO`JER THE 8AR ,€w.Ei CII'}< S�HAL: VARY ; NIFORMI_.Y THROUGHOLfT THIE TRANSIT:UN. ,z. r -E THI`KNE SS OF THE WALLS AND SLABS SHALL BE: THOSE OF THE A ? MINING RCB3 SEyCTIC}I�, AT EACH EP�ID rF THE -:TRANSITION AND ;,-; ; w t� 1r�Y t)P�lir ORMLY BETWEEN THE T`,rVO ENDS. 4. €�' '?W I:li-'C F'4C00 PSI) AT 28 DAYS AND THE CONCRETE E SH ALL BE THE S :h�E rat X AS 'EIDE A D.JACENT RCB. 5, ALL STEEI E GEP" LONGITUDINAL STEE SHAD, BE RADE 4.100 6O) >. ~� f`L�T ST Es✓ U i iFOR�rIING TO ASTM A 6 i 5 M (A 615) ND SHALL t::::�IINnTE 4•� mrn 1 Ci EAR MJF CONC-RE:E S�.R: Ar`_ •JNLES.s o T r ER F;ISE SHOWN. F. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCCRDANGE `Y�fITH TH;:' STRUCTURAL NOTES APP.: PING TO RC8 STRUC17URE S SHO�i� -4 �: c � ,1111 � �. ._t :E t 1 : •T' A n `� IN A : S�`VAY LL 8E ., .. �'ETAIL� �;: �.�.dSTRUC .ICN �O T� NC} kE S .�H f -'H .;JJ, N �':i.i - .: t�dS FOR SINGLE RCE STRUCTURES. 14 REMOVE EXISTING RCB, HEADWALL, & WINGWALLS CONSTRUCT SINGLE RCB TO SINGLE RCB TRANSITION 17 STRUCTURE PER APWA STD PLAN 341-2 . INV AND GRAPHIC SCALE 1 " - 2 0 ' O15 CONSTRUCT CURB -OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN N0. 3004 ALIGNMENTS PER PLAN � PROFILE. - AND LOCAL DEPRESSION PER CITY OF FONTANA STD PLAN N0.3003 CASE B. „ 18 INSTALL 8 HDPE AREA DRAIN PIPE. INV PER PLAN CONSTRUCT 3' (S)X7" (H) RCB. THICKNESSES OF ROOF, WALLS, 6 INVERT AND 0 20 40 60 16 REINFORCEMENT PER CALTRANS STD PLAN #D80. USE VALUES FOR 4' (S)X2' (H) 19 CONSTRUCT SIZE 3 UNDER SIDEWALK DRAIN PER CITY OF IN THE STD PLAN FOR THE PROPOSED RCB 3 ' (S)XO.6 ' (H) AS CONSERVATIVE PRACTICE O FONTANA STD PLAN N0. 3001. SLOPE 6 FL PER PLAN . NOTE RECORDS SEAL" PAUL A. PECK & ASSOC. CITY OF FONTANA, CALIFORNIA 6801 SENDE, DEL CHARRO STORM DRAIN IMPROVEMENT PLA N aOFESS/ PH ER 151) C780 5404 Q " FAX: 951 346-3491 Jv &�EiV A� DRAWN BY: 15480 VALLEY BOULEVARD SCALE: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS AS NOTED NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF y Q! �'� i UNDER THE SUPERVISION OF: �•�N• APN 0235-1 1 1-14 APPROVAL SHOWN HEREON AND CARRIED FORTH INA W DESIGNED BY: DATE: DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Is 0 R M I N LINE �� A �� Jul 20, 2011 REVISIONS TO TI -E PLANS TO BRING THEM IiJTO EX. 1 � �� �G.� �•W, CONF�lRMANCE WITH STANDARDS IN EFFECT. CIVIL < Ae Z j � � CHECKED BY: AP VED BY• DAT • , �/ DRAWING NO: 4 p �@ PAUL PECK 12 DATE ,)(' DAD 7 4874 DATE I ENG. 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L .........;..................... ................... ................... ............... ...................................................................................... :... .............. ...................... ` . .... ..........;,.......................;,.......................;,.......................i,................. tq ........................ � .. EXISTING UTILITIES PRIOR TO THE START CITY of FONTANA BM 525 PK NAIL DIAL TOLL FREE OF ANY CONSTRUCTION. BEECHL &#VASLLEY 5E NE CORNER -800-227-2600 ELEVATION = 1079.02 a AT LEAST TWO DAYS BEFORE YOU DIG N UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV. `� 1 1 10 75 : 1070 ;,.......................:,.......................t........................;,.................... PROFILE SCALES HORIZ. : 1 " = 20' VERT. : 1 " = 4' lei #1 1080.50 C 1079.50 L : >. W=14' V= 142'1 1078.03 NV tr EX 3f r " R SERVICE o •+ c 'ci _4 , k: , �:'.:.....�.--. T�: a :ice , t::; 3 CD , f :� , o �., O i SEX 8° WTR O I w\ Z..- ..,.w I ........... w ....... ......... .................... .......... a ......... I........ . w EX 8 " WTR I O o ~Z O Q Iz � W Xal w REVISION DESCRIPTION m �: E-� I . ' h v :.. 1 • : J e �� .•'. r. .•.+ . (\ ......._...... w....... t{� r Y� T .w-_ - �- t c _� I i I 1111. 111,1 1111 ..� t`c t)� 1 t _ .j� f gg � ..Y._.._._... 1111. --,. ... ......w, 111.1 .i.., i 4 � -- S �.. t % � � --,. C f � � w. _...•.w - __ _.......... __._ �_ j � I w_ -J��€ �i €-- .....L�,N • 1 F `. . t C i 1 `2 .`•.? ..••� A 4 1 .., PTIONA�.-_.___-___ __.W rPdS'CR: CTf P! C - •t j fNW ------� IV----- �. _w i >r. TO. L --BAR i . 1 i I i : t TR tV t, r i A S Ef�.�E i e� c Rs-�i f t i I a ��T�-�;l� , % I € B �RS�._w. -!:- ---�---� �� t . + .. . I ..... a _. � E r T•I O N B __ B :� ..STi...�l.. •":'.•{�. ..RPK JI'i�i��Y:Y •w �ICTORIAL r:�-�f Y, SE -E NiOTESS 2 .•.ND 5 STANDARD PLANS FOR PUBLIC; WORKS CONSTRU'C'D ,N ANSIT1oN STRUCTUE aTA:i?111%2 f��.�:' r gtw;axAYf:U C•s 7f*� $�iJeUr, W1, 57k}1CAFtt7$ :4 • .Rf Jtf3 1994 "`E SINGLE R C TC SINGLE .RCB 341-2 �• 2005., 2009 t:c1c U,IT., C�'AAI,IAnh �e ri^trtnA•rt^1111•. r.... SECTION A -A: 7T�EHCFIING & BACKFLL DETAL FOR PR RCB N.T.S. CONSTRUCTION NOTES .y ; J . . . _. . -r �+- :HE H��zRi/.ONTAt- ANGLE: CSF DIVERGENCE .OR COf��UER:aw,I`1\, r�, SHAD i . 7... W NICT EXCEED 5' �5', _ .. 4'. SIE RE�NFrsRGING .S T EEL BAR .SIZE,: SPACING AN COVER OVER THw r •� t ri t. r C. s v " , 80 J .w•wABS SE R'S C T.�P AN;J E r TRAIGI-� T TrZANS11ER I:3A L -B AC'S :N TOR AND BOTTOM CORINERS' OF: STRAIGHT :VERTICAL BARS D ,. I : ' � E ' 'r i'� �i h I P D �.. I'�I Iv T' I Iti R �. T '� A f i L ,� R .. - r�ND OR LO al UD AL D.ST f8 TG= CIS. E3C;TTOItii SLABS OR SIDE W' AL:LS ..SHALL 6E' . THLSE O ,A/H:CHPVER ADJOINING RCB SECTION PROtfIDCS THE 'GREATER .�,i'�".EL :�Rr7IR FGR E:1c:N T'�'FE CF BAR AN GREATEST CO`JER THE 8AR ,€w.Ei CII'}< S�HAL: VARY ; NIFORMI_.Y THROUGHOLfT THIE TRANSIT:UN. ,z. r -E THI`KNE SS OF THE WALLS AND SLABS SHALL BE: THOSE OF THE A ? MINING RCB3 SEyCTIC}I�, AT EACH EP�ID rF THE -:TRANSITION AND ;,-; ; w t� 1r�Y t)P�lir ORMLY BETWEEN THE T`,rVO ENDS. 4. €�' '?W I:li-'C F'4C00 PSI) AT 28 DAYS AND THE CONCRETE E SH ALL BE THE S :h�E rat X AS 'EIDE A D.JACENT RCB. 5, ALL STEEI E GEP" LONGITUDINAL STEE SHAD, BE RADE 4.100 6O) >. ~� f`L�T ST Es✓ U i iFOR�rIING TO ASTM A 6 i 5 M (A 615) ND SHALL t::::�IINnTE 4•� mrn 1 Ci EAR MJF CONC-RE:E S�.R: Ar`_ •JNLES.s o T r ER F;ISE SHOWN. F. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCCRDANGE `Y�fITH TH;:' STRUCTURAL NOTES APP.: PING TO RC8 STRUC17URE S SHO�i� -4 �: c � ,1111 � �. ._t :E t 1 : •T' A n `� IN A : S�`VAY LL 8E ., .. �'ETAIL� �;: �.�.dSTRUC .ICN �O T� NC} kE S .�H f -'H .;JJ, N �':i.i - .: t�dS FOR SINGLE RCE STRUCTURES. 14 REMOVE EXISTING RCB, HEADWALL, & WINGWALLS CONSTRUCT SINGLE RCB TO SINGLE RCB TRANSITION 17 STRUCTURE PER APWA STD PLAN 341-2 . INV AND GRAPHIC SCALE 1 " - 2 0 ' O15 CONSTRUCT CURB -OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN N0. 3004 ALIGNMENTS PER PLAN � PROFILE. - AND LOCAL DEPRESSION PER CITY OF FONTANA STD PLAN N0.3003 CASE B. „ 18 INSTALL 8 HDPE AREA DRAIN PIPE. INV PER PLAN CONSTRUCT 3' (S)X7" (H) RCB. THICKNESSES OF ROOF, WALLS, 6 INVERT AND 0 20 40 60 16 REINFORCEMENT PER CALTRANS STD PLAN #D80. USE VALUES FOR 4' (S)X2' (H) 19 CONSTRUCT SIZE 3 UNDER SIDEWALK DRAIN PER CITY OF IN THE STD PLAN FOR THE PROPOSED RCB 3 ' (S)XO.6 ' (H) AS CONSERVATIVE PRACTICE O FONTANA STD PLAN N0. 3001. SLOPE 6 FL PER PLAN . NOTE RECORDS SEAL" PAUL A. PECK & ASSOC. CITY OF FONTANA, CALIFORNIA 6801 SENDE, DEL CHARRO STORM DRAIN IMPROVEMENT PLA N aOFESS/ PH ER 151) C780 5404 Q " FAX: 951 346-3491 Jv &�EiV A� DRAWN BY: 15480 VALLEY BOULEVARD SCALE: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS AS NOTED NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF y Q! �'� i UNDER THE SUPERVISION OF: �•�N• APN 0235-1 1 1-14 APPROVAL SHOWN HEREON AND CARRIED FORTH INA W DESIGNED BY: DATE: DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Is 0 R M I N LINE �� A �� Jul 20, 2011 REVISIONS TO TI -E PLANS TO BRING THEM IiJTO EX. 1 � �� �G.� �•W, CONF�lRMANCE WITH STANDARDS IN EFFECT. CIVIL < Ae Z j � � CHECKED BY: AP VED BY• DAT • , �/ DRAWING NO: 4 p �@ PAUL PECK 12 DATE ,)(' DAD 7 4874 DATE I ENG. I CITY DATE F c R.C.E. #C5e602 (EXP. 12-3,-20+&) ` - % CITY ENGINEER R.C.E. 51152 4