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HomeMy WebLinkAbout2581-2N .=• VERIFY .' • CONTRACTOR SHALL ® �_ IIID �_ �_ �_ I� CONTRACTOR LOCATION AND ELEVATION OF LOCATION AND ELEVATION OF EXISTING 30" STORM DRAIN AND EXISTING 30" STORM DRAIN AND SHALL IMMEDIATELY NOTIFY ENGINEER SHALL IMMEDIATELY NOTIFY ENGINEER C OF • FROM •SE SHOWN.EI w s� w� w� rr� wl' OF DEVIATION FROM THOSESHOWN. MENOMONI■i i � �l ,.f �, � /i►t 1 R = � ■■■i � i i ■■■■t �E i• i ■■■■t 1 l Mom � ® i I� IIID IIIII� t -i ;■ a ■■tl�.. r I■■■■ `! i i r■■■■ rrrrrr ■ra■I■ r■r■Yr i ■t1lti■■ 8118 i r■■1tII■ ■■■Irl � - i � !/A■•. At EME MOM_. -.i.. MIME � � Ir■� ;■ "Yt 1�i � i - _ i i i I i i i i w� • � � � r � � itis I •' _ � /� 1'! 1 w �i Si Illt- 4=111'. t.,Ilaa..r. •ilY t■; tl■I■YlrtY IIY 4i• It alr• r i - '.2�.. •. 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I 1 ■� �C. {■■■■i"t61 sIon Q �• : I� Il. ► .,11 me ■r i ■Illtl■r !i. Itl . IIIIIIII■ rllr■1■ ■■■■Ir ■1161 ■+r�■r■ A - ■ ■ / ■ i• ii �"■' i� • I■t��'�•'.ri,' t ii ii t t. ■ t .c , s 1��■I �i. � � _ ..i li' .. .. � �i+i � I�i � _ I _ 1 ■ � r � � a'st�i _. _ ■�i . al � „�i �_ - _ t_� � w1ji� � t� � _ �i - SIMMONS .' 10 I�iR � . �R�. -• Ill* � � � ' � � � ., I � 11 .■■ ' - � ' •. ■Illtt� � � =mom,.. 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Imo- R - • � _ • o � s ■r` 1116■'' ►..1,.= � � c � i tllr■1I■ r■r■r. i ,,� � � � tea► -+s �rl■rrr � ; 1� rr i �� �� ,I��r �'�" � >, �'� � '�- iC '>i� 1 � vs _�i i�'■ai■s �_ � Iii ir■C 1 a II i _ � - tai til r t� � � � Itt■i >•i tt-t�l t� I � +' 1 N _ i trrr ■11�■I■ t■I■ �7s, "�IIiII �. ■I■■1■r ■1■■■I■ Irr Ham'++ _ s � i i r■ i I � � IIII■■r i ■11■■1■ ■rr■r■ � � S � �� a � `tom � � >• i 4, t � � a � � • ►� g - . � � � � ii � lig � '� rrn� a '. �. ■� * � t, � ii 1 � ! ■ �� �■ r � t� �� i� moi■ �. � � � ■Ti - moi: _ t�i w i littil i ■ 1 c. at-- 1 • w. � + • ► a ■ � � - - r � i � atttti as � � i 1 � . i .8111 �i►r;•+ � w I� ► a a � IY I � � �' � I .�i �, i:"iri iI ����'iii � t � � t', '! • ii r� ' • t■ i i i /I'. - � �� arm ttt� Ii a Ia La ,s Js.■ w � � i,.� tit. • a w a�►s � ' ; _ � r --.� tau �. �■ � ri t► w _ � r•ws rr1,v i �. i � � anti � +■a MM ■ ��- ■� �. 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I 1 ■� �C. {■■■■i"t61 sIon Q �• : I� Il. ► .,11 me ■r i ■Illtl■r !i. Itl . IIIIIIII■ rllr■1■ ■■■■Ir ■1161 ■+r�■r■ A - ■ ■ / ■ i• ii �"■' i� • I■t��'�•'.ri,' t ii ii t t. ■ t .c , s 1��■I �i. � � _ ..i li' .. .. � �i+i � I�i � _ I _ 1 ■ � r � � a'st�i _. _ ■�i . al � „�i �_ - _ t_� � w1ji� � t� � _ �i - SIMMONS .' 10 I�iR � . �R�. -• Ill* � � � ' � � � ., I � 11 .■■ ' - � ' •. ■Illtt� � � =mom,.. C. iL111 _ . `► W. �, . s . v1 r • r. tai■ i � . � - • • I [ Irl A_A t°i-1■ ■1 -■II Ill■ ill, i.1�, I� i�' ? 111 a ice; +i �f� i �' r ■wt■1■ � ■1. = . � A � 1111 _ � � C i rr+r rrrr■r rrrrrlr rrr■rr ■�� Yy ar■Ir � ■r■■r � rrrr■It rrr■rlr �_ 01111100 �'i�! ; =i�j • i iw ttti■ >_ ■ a' ■ iii ■■�i�r = �Y ii '.�� _ ' _ �. � � � - - 1 i � . _• ii � ' �� Iter■ � r �. 1r ■ ilt � wl11111 _ ■i�i w� wlllalt � ���,��- _.�.� ■f, � ��=.t � wlltrlll ■ww�l � ■InaA :� wwAlr � wwlll■ � iw�■iw 1■1ra11r ■illtlw w 111w I 1 .1■► .1■Ill■ �� � � � � .; _ .. � n �_ � � � _. _ � L ■1!�■� _ _ `M1111.� 1 ,1►�I ►®: a .��I$ _ � � l G w r: �•. .'� r�, E.rr■rI rrrtr■ 618..1* ■■1*'■* 10+00.00 LINE 'A-1' 58+55.44 LINE 'A' 10+15.82 , BC LINE'A' SEE DRAWM 2450 WALNUT AVENUE CLFNE DATA (c -o CAS BASIN DET SCALE: 1"=10' 0 R A L T im 90.00' 45' 00' 00" 70.69' 37.28' 2 90.00' 307 56' 46" 48.61' 24.91' 3 90.00' 14' 03' 14" 22.08' 11.09' LINE 'A- 1' SCALE: 1"= 40' i in I m act 6 CATCH BAM AVE. SCALE: 1 "=10' 10+00.00 LINE 'A-2' 61+97.64 LINE A • 00 � a a OD Z �" � MMONSOON .Nooe � s � 1 12 LINE'A�2' LINE'A' 3EE DRAWM 2450 43' 43' MUIAMELL-AVLOR N TRACT 55-3 a_ v 30' 30' o` Lex 10 ION f 53.85' -T. 4 MANNULL .01' LL•w ti 23+84.26 WALNUT AVE. 1 LATERAL 'A- 6' 2 --�- oo N89'59 610 E +� ' 12+50.17 1 +00.00 BEECHCRAFT AVE. z (� 0 W �' � J T NOrn 6 '10 /H 5+ 0.00 ST. o T+H� BASIN :0 6CCACH 2+68.50 STW=10,V=4,H=2" �. 5 zn N 00 W=7'. V=6.5', H=2" 21' 25' 1 , 43' 43 18r 18 5' 10' 5' 30' 30 1 a' 18' C►O � NATERWALNUl"' -- 30' 30' ���� oc�% MCDONNE 1- CONSTRUCT 18 DIA. REINFORCED CONCRETE PIPE F� p tiG MCDONNELL AVE. " �, 40 TRACT �� 2 CONSTRUCT 24 DIA. REINFORCED CONCRETE PIPE TRACT 15655-3 3 CONSTRUCT 30" DIA. REINFORCED CONCRETE PIPE P L.AN S PREPARED FOR rmvlzkoEngineer City BEN;}■{MAK No, ApEroval Date: uroval Date: Landings 750 L.L.C. CALTRANS BENCHMARK N0. $-17 BRASS CAP iN CONCRETE S.C.E. TOWER LEG. Attn: Ben Anderson 343' N/0 HIGHLAND AVE., 0.2 IMI. W/O SAN 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF Placentia, California 92670 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. (714) 996-6700 w „ .I ELEVATof# 1428.6090 '■ ._PROEILE I;HORIZ: VERT: 13 R/W SCALE: 1"= 40' 28 CONSTRUCT 30" RCP, 1600D r Block Wall (8") PAD ECFV. -1418A 2'-86x8• oplerkw w/#4 Rdwree 4" O.C.Vert �5 -FLOW u v WCH 4' O.. Vert • �-+' tlwoodwin SW@wawc 022 W � a 15' Storm Drain Easement -- i r tran Area Drain AFC A-2120 or� a M T �RvW Blor•R Niall Fav" NFL�"`"" OPENING BACK OF WALL Sr MW D 5 (S0.43low SOL VOM .-r-� P� 1 PCC SWALE 60.. �y 3» 1`7`�l�'�^' Pad �To ScAd FFTiON �� CW Ridge _ _ - .. � 3 666.6' • .,. •''-'*� '� � I I�1 `�•+. 00 i \ -'- I 15' Storm Drain Easement •i ax6X 1.4x 1.4 W1AArt . y 9 �_ SGCTKOD �IV'- z -- -A M C� Sia_ H.P. F REAR L» LSE o FM POW - X WT TO SCALE SLOPE VARIES y 3:1 MAX �. D � 12+2.3.31 4 co LU �- END 24" RCP cn z - -- I = _ - o PAD ELEV. v .] I 1418.6 5+51.50 ST. 15 ciSEC I ON C -C CATCH BAS I N -' _EARTIFLN SWAL E W=7', V 6.5', H-==2" mom FK*i PaNr To Fmw DACE DET/4L 46 LOT 5 LOT 4 NOT TO SCALE NOT TO SCALE d N 15' Storm Drain Easement 1'-6" 15' Storm Drain Easement Opening= 2 Blocks Wide Block Wall #4 4 Rebar #4BRebarHi0 4 .C. � '� � of � - Reb r _ #4 I Easement NOTE: SEE WALL PLANS Rebar No FOR REINFORCING DETAILS ZIP,PRIOR TO CONSTRUCTION .0 Solid Grout- �4' Block Cells SF.CTML-D (vp) WA�,`,.�C)PEa�VC DETA� Gunit.e V Ditch NOT TO SCALE �C <a,ong side of Block Wall A_ f%0 30" Opening= 2 locks Wide (2 5' 7' S' RCP #4 Rlebor Hiph ,�8") ' e� 4 O.C. TC�t B rya 11 FRONT 8DEYAW WALL DETAIL 9AMM 1 �,� 1 p� CONSTRUCT ��� NOT TO SCALE JUNCTION STRUCTURE Prepared By: t ROF Ess /o CrrY OF FONTANA CAL1'r_­0%RN1A ALLAnLw EIVGIIVEEAM �o Na J. "� Civil Engineering -- Land Planning F 1 6101 Cherry Avenue vo �'e � Z Drawn By: STOM DRM IVMVEMB�T PLAW Scale:" Fontana, California 92336 �ry No. 36052 m SCN for 1 = 40 (909) 899-5011 Fax (909) 899-5014 .� L�11�'A 1' �d 'A 2' Earp. Designed By: _!C - - Gate: r ,� , ocePPG.d l . 2 s . ie s� C �� SCN Jan. 1998 IV1 Raymond J. Allard, R.C.E. 36052 Date 9� OF- CA1-FCR' Checked By: roved: �.e--CtJ %ems y/yl► aw9• 2 (expires 6/30/2000) RJA pp CITY ENGINEER R.C.E. 2.5126 258 Filename: L:\DWG\10201-3\SDRAIN2.DWG Date: January 28, 1998 _ + I N' 10 CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0 �o�� 4`.L°,� :r �'�o '9 •�� L J C5_CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7' ti� _ _ ©oo �o x 016 -CONSTRUCT CATCH BASIN PER APWA STD. PLAN 3001-1, W=10' • w to `'� ? 22 REMOVE TiMBER BULKHEAD AND JOIN EXISTING RCP STORM DRAIN CATCH BASIN DETA�. 23 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 332-0 CASE NO. 1 SCALE: 1 "=10' P L.AN S PREPARED FOR rmvlzkoEngineer City BEN;}■{MAK No, ApEroval Date: uroval Date: Landings 750 L.L.C. CALTRANS BENCHMARK N0. $-17 BRASS CAP iN CONCRETE S.C.E. TOWER LEG. Attn: Ben Anderson 343' N/0 HIGHLAND AVE., 0.2 IMI. W/O SAN 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF Placentia, California 92670 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. (714) 996-6700 w „ .I ELEVATof# 1428.6090 '■ ._PROEILE I;HORIZ: VERT: 13 R/W SCALE: 1"= 40' 28 CONSTRUCT 30" RCP, 1600D r Block Wall (8") PAD ECFV. -1418A 2'-86x8• oplerkw w/#4 Rdwree 4" O.C.Vert �5 -FLOW u v WCH 4' O.. Vert • �-+' tlwoodwin SW@wawc 022 W � a 15' Storm Drain Easement -- i r tran Area Drain AFC A-2120 or� a M T �RvW Blor•R Niall Fav" NFL�"`"" OPENING BACK OF WALL Sr MW D 5 (S0.43low SOL VOM .-r-� P� 1 PCC SWALE 60.. �y 3» 1`7`�l�'�^' Pad �To ScAd FFTiON �� CW Ridge _ _ - .. � 3 666.6' • .,. •''-'*� '� � I I�1 `�•+. 00 i \ -'- I 15' Storm Drain Easement •i ax6X 1.4x 1.4 W1AArt . y 9 �_ SGCTKOD �IV'- z -- -A M C� Sia_ H.P. F REAR L» LSE o FM POW - X WT TO SCALE SLOPE VARIES y 3:1 MAX �. D � 12+2.3.31 4 co LU �- END 24" RCP cn z - -- I = _ - o PAD ELEV. v .] I 1418.6 5+51.50 ST. 15 ciSEC I ON C -C CATCH BAS I N -' _EARTIFLN SWAL E W=7', V 6.5', H-==2" mom FK*i PaNr To Fmw DACE DET/4L 46 LOT 5 LOT 4 NOT TO SCALE NOT TO SCALE d N 15' Storm Drain Easement 1'-6" 15' Storm Drain Easement Opening= 2 Blocks Wide Block Wall #4 4 Rebar #4BRebarHi0 4 .C. � '� � of � - Reb r _ #4 I Easement NOTE: SEE WALL PLANS Rebar No FOR REINFORCING DETAILS ZIP,PRIOR TO CONSTRUCTION .0 Solid Grout- �4' Block Cells SF.CTML-D (vp) WA�,`,.�C)PEa�VC DETA� Gunit.e V Ditch NOT TO SCALE �C <a,ong side of Block Wall A_ f%0 30" Opening= 2 locks Wide (2 5' 7' S' RCP #4 Rlebor Hiph ,�8") ' e� 4 O.C. TC�t B rya 11 FRONT 8DEYAW WALL DETAIL 9AMM 1 �,� 1 p� CONSTRUCT ��� NOT TO SCALE JUNCTION STRUCTURE Prepared By: t ROF Ess /o CrrY OF FONTANA CAL1'r_­0%RN1A ALLAnLw EIVGIIVEEAM �o Na J. "� Civil Engineering -- Land Planning F 1 6101 Cherry Avenue vo �'e � Z Drawn By: STOM DRM IVMVEMB�T PLAW Scale:" Fontana, California 92336 �ry No. 36052 m SCN for 1 = 40 (909) 899-5011 Fax (909) 899-5014 .� L�11�'A 1' �d 'A 2' Earp. Designed By: _!C - - Gate: r ,� , ocePPG.d l . 2 s . ie s� C �� SCN Jan. 1998 IV1 Raymond J. Allard, R.C.E. 36052 Date 9� OF- CA1-FCR' Checked By: roved: �.e--CtJ %ems y/yl► aw9• 2 (expires 6/30/2000) RJA pp CITY ENGINEER R.C.E. 2.5126 258 Filename: L:\DWG\10201-3\SDRAIN2.DWG Date: January 28, 1998 _ + I