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HomeMy WebLinkAbout914-D- - VL _.. J I ! u - 7V-,/ .0- '0W T • -f-!•0o } ' - .� - ,•.r% ( L 39.42' • 2/.o7• 1` -' © 't JI n AL1 •L�` W / I y V� 1 O ' O r J 8. 2 t ` M Q� Ql j n• /- o o, - l� 0 t /7 w h ? h Z CRUSHED .4GC�C�ArE e ° i J y W I I• �. W ^ ry O `i CONC S//.4L C BE • 1 s I \ N Z9 > f Wto i X Wa Q Y O dq3 �B�/FXGC / �G� 7i o .p J a ti n N ♦ a /2' M �0 I` r eoo E -9 2-1-42 W I n ■ Ex GAS L /NL l _ '" ` (' ` <`' `� . 3 z h . I , 1 ( I I I `tH N N aE RELOC.4 Q J ` .� ti v! r ' e h WW 0 W WA,, /N�— Q� l I W a p�, o i h P .00 v/.vc ov ours/oE ` o 3 I Q t I= 2 ` w 1. OQ M SEc riow ONt Y .� _ LLL ( L R ; h "rte. }"'- _ Mme- �► �e - _ J I �'�' ,Y MATCH LI�iT� Sf"/f 2� O'� Ebel 30,E C I I x in' - �' I LJ'I r ! Tf� 9 f 92. GG ¢ .o/PE - B/7/S! Y.v� / c~n c� e O L •v W M14TER W 11{ . _ . J ! G ( X z Z' { TAPER TD OR9/N , • o 6e j J - - - - - - 3 � 2 LATERALH'_ .0 - � - - .-�.� n._ _ _ . �.,._ - .4— s_ _ ° 9 4�O o �c —3d—_ a .. - ..- r `► , 3 46 16 j PtrOPOSEO /N7P.P0 V0-70,-A,07`S '► So 7-- / • e S EXIST. B' SEWER LINE :1 / 1, / ve-_= �/3 .72 0/+ /.. 6 .S�G R O d 3Af , - - — S 84M, S ... — a 31 c xG - W /ox/o wwr .° . 3' G XIST 3 GAS IN 3,, Y" .PE/NFORCEHENT I ' O - 3 3 _ Exp LINE- 0 LATERAL "F" INVERT PAVING DETAIL � \ - �� _ 120 4 \ � �'� -- W- - � 120 - WATEi�LiTl� - 4 __ —_ t� W ..� e � - -- - Zy _ ENo or.eE.woY•us - - - - � � p) — -- SEE S.v HOFS 5 h - -- - -- - — -- -- --- - — to f T N.T.S. R� ) N` - .. p��� IBEDD NG QETAIL 6" _ - Y LATERAL-(5PIRAL STEEL PIPE ONLY*) & - - - - s R • v► Dial-"rE� ": 'w .. -,,` • n _R - e ,r .-.._. - 31 Z�OpEQ a.vo3c2o R 4500 !�_ J - - — --- L� i J 3 �COLATERAL 1 --`CORRUGATED- STEEL PIPE L3� � �i.is T•�s.48" — - — --� �I i 10 _ _ SPIRAL STYE P�_P�_ A AC FL . 0: ••N h 52 PPoPoSEO /MPPOYEMEitl7s - j i �- /VOo 9J.9sF iIRCNJL4L0 AVE S V Sr,* v;g�.00 r i ♦ i a`{ I I =f Q N' 0 STA 9f!?/f 1 PlRr' MN A r Ex. fJo crrc- Q��I=��� sik h b 0 0 N ri v a CROS TION Z ^ 0 Asn �• e� r vn 3 � ' • � ar/rs/yt• o� ccctrr N •' THRUST BLOCK P/PE QCOO/^v f+L_'Or o�rviL s .os o YE ARCHIBALD I AVENUE PRoTFCT EX/3T TREES f CONSTRUCTION _ NOTES /3 Construct 3" A.C. pavement over 90% compacted natural 23 Relocate existing gas line (by others). �—Sawcut existing concrete. ®i Sawcut existing A.C. paving. �—Remove existing A.C. pavement. ®Remove existing sidewalk. -Remove existing curb and gutter. ®OConstruct catch basin No. 1 per Std. 502. Construct catch basin inlet per Std. 501. ®Construct local depression per Vtd. 518. Construct manhole "A" per Std. 510. t ' ®Construct junction structure "A" per Std. 508. 9/—Construct junction structure "B" per Std. 509. ®Construct concrete collar per L. A. Flood Control District Std. 2-D393. —aenstrue e9ijar Per sets,rl 52 Install 1000-D 39" b R.C.P. o-- Install 1000-D 24" 6 R.C.P. O Install 1000-D 18" 0 R.C.P. 1 p yei +. cR. '3 Lt/AtL, A,ro TELT "V PLACE I AGC IACNFi1GG Tb QE CLEAN NAT/ y� MATER/.V � COMPAC. 7t7 90 •D�, REG. I BREAK -011T'!' TE7NOYE ,f&&T. CON[• sz v g AS NFCESS/oR Y. .PEr/KO Y� NOR Th Y�/AL L 6/ 4y CR0$_$_ 5E ON -M-M_- N.TS. Ili 'CO/V1-,eA6'-Y0,P NOTE E.0 /O • M W/� L /NE /s /7PPROX 9.S BELOW M.H. EJcERC/SE QEXTREME C.vUT/OA./! z 6rtze-A 40RAIN ZZ'* FR Own 1" I. N, 6AA FT 4' ; w v p '► V V UJ It :Z2 M .: h. AL MN - 5 q 1 f10 Covrarac ro.f rio rte: }rydo,i ys I v of IN � C �j , `�; IN p I:� -J y Q / OF/O/?O Mw0 L/NE, .v0 FC/Ni r}/J APT H HOOP (2 f3) 2 SQ td43 2 M. w•O r Ex. fJo crrc- Q��I=��� sik h b 0 0 N ri v a CROS TION Z ^ 0 Asn �• e� r vn 3 � ' • � ar/rs/yt• o� ccctrr N •' THRUST BLOCK P/PE QCOO/^v f+L_'Or o�rviL s .os o YE ARCHIBALD I AVENUE PRoTFCT EX/3T TREES f CONSTRUCTION _ NOTES /3 Construct 3" A.C. pavement over 90% compacted natural 23 Relocate existing gas line (by others). �—Sawcut existing concrete. ®i Sawcut existing A.C. paving. �—Remove existing A.C. pavement. ®Remove existing sidewalk. -Remove existing curb and gutter. ®OConstruct catch basin No. 1 per Std. 502. Construct catch basin inlet per Std. 501. ®Construct local depression per Vtd. 518. Construct manhole "A" per Std. 510. t ' ®Construct junction structure "A" per Std. 508. 9/—Construct junction structure "B" per Std. 509. ®Construct concrete collar per L. A. Flood Control District Std. 2-D393. —aenstrue e9ijar Per sets,rl 52 Install 1000-D 39" b R.C.P. o-- Install 1000-D 24" 6 R.C.P. O Install 1000-D 18" 0 R.C.P. 1 p yei +. cR. '3 Lt/AtL, A,ro TELT "V PLACE I AGC IACNFi1GG Tb QE CLEAN NAT/ y� MATER/.V � COMPAC. 7t7 90 •D�, REG. I BREAK -011T'!' TE7NOYE ,f&&T. CON[• sz v g AS NFCESS/oR Y. .PEr/KO Y� NOR Th Y�/AL L 6/ 4y CR0$_$_ 5E ON -M-M_- N.TS. Ili 'CO/V1-,eA6'-Y0,P NOTE E.0 /O • M W/� L /NE /s /7PPROX 9.S BELOW M.H. EJcERC/SE QEXTREME C.vUT/OA./! z 6rtze-A 40RAIN ZZ'* FR Own 1" I. N, 6AA FT 0 Ct/r TO A CLEAN ,f77e..9/6/!T &WW_e' 0 /N-C'_ALL -?9"'Pr .rl77RM O.P.4/N 4S• o o s O 3 �� 9 �" / � ENO 39'RC 3! dA-C.A' d CC1rY'E .perp R: 4s.00' a s -Vr•.1404'�.r DETAIL C Tt so. 7I' L c 38 ♦3• q'R - _ — -- --- N.T. S. A7,rAA1W +. ' Qc•DG M TG R.C.P PIPE_ _BEDDING DETAIL N.T.S. --- 1 ,O=3l�D==36,f•SO //10 r1 /NN= 24 'C =9'.00'• r=.a7 F= 7.5' Z'•R 7 BO L.F vr SEE LATERAL 'F' S7,4. O f= OZ. 2 6 W. E.9Sr Bcr4 2�"'R.L'P. I. c�, s vNcu►ss/�/moo i�-oo/wc MATER/i•!� 90 1 .PEC C oM PACr"iOn! P'A7/N, /O'M,IX ti Cz a _ 0 CITY OF RANCHO CUCAMONGA PLAN a PROFILE ARCHIBALD AVENUE RECONSTRUCT MASTER PLAN STORM DRAIN LINE 4 -Br ARCHIBALD A VE4 LA GLO IA ST TO JADEITE AVE. APPROVED BY DATE - TY ENGINEER R.C.E.NQ 23889 SiW1' RECOW-fl 1ED'. GVIlL F.*rjw EERS 124 EA ST •F" STREET SPITE Q OMAR*, CALIF. 1111117" (7141"3-27M S►+E E 1: S. JX F CHECKED: S� 00te ItcE.»..29224 914 4' 0 V V UJ It :Z2 3 Is SP v a a8oWQ3�� �Cl�r WtOi�o STREET v® 0 Ct/r TO A CLEAN ,f77e..9/6/!T &WW_e' 0 /N-C'_ALL -?9"'Pr .rl77RM O.P.4/N 4S• o o s O 3 �� 9 �" / � ENO 39'RC 3! dA-C.A' d CC1rY'E .perp R: 4s.00' a s -Vr•.1404'�.r DETAIL C Tt so. 7I' L c 38 ♦3• q'R - _ — -- --- N.T. S. A7,rAA1W +. ' Qc•DG M TG R.C.P PIPE_ _BEDDING DETAIL N.T.S. --- 1 ,O=3l�D==36,f•SO //10 r1 /NN= 24 'C =9'.00'• r=.a7 F= 7.5' Z'•R 7 BO L.F vr SEE LATERAL 'F' S7,4. O f= OZ. 2 6 W. E.9Sr Bcr4 2�"'R.L'P. I. c�, s vNcu►ss/�/moo i�-oo/wc MATER/i•!� 90 1 .PEC C oM PACr"iOn! P'A7/N, /O'M,IX ti Cz a _ 0 CITY OF RANCHO CUCAMONGA PLAN a PROFILE ARCHIBALD AVENUE RECONSTRUCT MASTER PLAN STORM DRAIN LINE 4 -Br ARCHIBALD A VE4 LA GLO IA ST TO JADEITE AVE. APPROVED BY DATE - TY ENGINEER R.C.E.NQ 23889 SiW1' RECOW-fl 1ED'. GVIlL F.*rjw EERS 124 EA ST •F" STREET SPITE Q OMAR*, CALIF. 1111117" (7141"3-27M S►+E E 1: S. JX F CHECKED: S� 00te ItcE.»..29224 914 K V� g o I, v to 1. 3 u //. a [ �r �v 7 f ilk a Q � 3 ��y b 0��43��fs.� • o` bl4.00LF- �' 30.31 L.f. IS 1, �' - ww Isere [/nm•DJ [/000 OJ , 1. 1, l � 0 �►� ,� � 27. 20 L.F. p.. h1 OFRCP/OOo•O LATERAL 11 N D K V� g o I, v to 1. 3 LATERAL "G It Z g o I, v u //. a [ d UJ 44 42 40 38 34 38 36 32 h : ��•2 % a3 b kt L4', h v/'vi^v c /wa<. .ser /4tAv ol ArovsrE.er. LATERAL "E If Q.•N1 c.�s. t4f LATERAL "H" 3e.�[f' ��. � [.F sem•/ WA�. �WAY-SlUfrF 38 4 (/04-V LATERAL IIF" M ro. so LF /Q`0.e.e.R (/000 -L7) l � w °F 0 " LATERAL III" ` ,, srooro/.s-f A OF Ex pro•• 4 . 1 .y wo. wsTFeJ #CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION ._ CONSTRUCTION NOTES 2OConstruct'cross gutter per Std. 308. ii Construct 4" A.C. pavement over 4" C.A.E. &Construct 8" A.C. Berm per Std. 313. &—Relocate existing underground cable as noted. 23 Relocate existing gas line (by others). Adjust atom drain manhole to grade per Std. 512. ®Sawcut existing concrete. ' 31 Sawcut ex is t ing A.C. paving . 3Oz Remove existing A.C. pavement. 6=R existing cross gutter. QRenove existing curb and guttef.- &Remove trees as noted. 7q onstruct catch basin No. 1 per Std. 502. @�—Construct catch basin inlet per Std. 501. &Construct local depression per Std. 518. (`ci/� sv . & &Construct junction structure "B" per Std. 509. 5&0 ---Construct concrete collar per L. A. Flood Control District Std. 2-D393. &Install 1000-D 39" % R.C.P. a—Install 1000-D 36" b R.C.P. &Install 1000-D 30" j R.C.P. f�---Install 1000-D 24" % R.C.P. ®Install 1000-D 18" b A.C.P. & Repair trench per detail on sheet 4. ®-- Install W-81 marker. �-Install type "G" marker (20'' O.C.). &Paint 12" white stripe. �r 6004TRucT MAUI... m r_ ''&" Ter= 4TD. S11 v r:141' �r �v f ilk a � 3 ti 0��43��fs.� bl4.00LF- �' 30.31 L.f. [/nm•DJ [/000 OJ LATERAL IIF" M ro. so LF /Q`0.e.e.R (/000 -L7) l � w °F 0 " LATERAL III" ` ,, srooro/.s-f A OF Ex pro•• 4 . 1 .y wo. wsTFeJ #CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION ._ CONSTRUCTION NOTES 2OConstruct'cross gutter per Std. 308. ii Construct 4" A.C. pavement over 4" C.A.E. &Construct 8" A.C. Berm per Std. 313. &—Relocate existing underground cable as noted. 23 Relocate existing gas line (by others). Adjust atom drain manhole to grade per Std. 512. ®Sawcut existing concrete. ' 31 Sawcut ex is t ing A.C. paving . 3Oz Remove existing A.C. pavement. 6=R existing cross gutter. QRenove existing curb and guttef.- &Remove trees as noted. 7q onstruct catch basin No. 1 per Std. 502. @�—Construct catch basin inlet per Std. 501. &Construct local depression per Std. 518. (`ci/� sv . & &Construct junction structure "B" per Std. 509. 5&0 ---Construct concrete collar per L. A. Flood Control District Std. 2-D393. &Install 1000-D 39" % R.C.P. a—Install 1000-D 36" b R.C.P. &Install 1000-D 30" j R.C.P. f�---Install 1000-D 24" % R.C.P. ®Install 1000-D 18" b A.C.P. & Repair trench per detail on sheet 4. ®-- Install W-81 marker. �-Install type "G" marker (20'' O.C.). &Paint 12" white stripe. �r 6004TRucT MAUI... m r_ ''&" Ter= 4TD. S11 ` BM No58 Elevation 1590.8W Chisse le d 48 -. 1 square on top flange o f fire hydrant ` - � at southeast corner of Archibald Avenue and IV Lemon Avenue41 4 . -46 4 rile-, ��. _ - i i ! 1 - L• S 2 f # i 1 1 3 } i 2 • 42 }, 140 f6401 �;� I .4 _. � _.i ._t _ i_. —1 -._... ._..-i i - � -� ♦ 4 i .. .� ����i # f. .� +� e S J -i ' ti � i � �`.M X � � � e - Z # � .I- i . 4 1 MM 38 A IT I fi t1 i JJ ' , , « i Q ;K 1 +� # 3 Off- 34 A/Or,-.' ,S7-Ar70N/A/4F /l }} t } "Poo -z2 'coca✓-�. ' R $ . _ _ � { �`�' -. d # j } 2 1 i Z �\ j} { 30 1 • /IA R. C.P /d RCt I , j r � ', �� � 6� i « ; 3 '� « 3 _ G..i 6 S t :; � 30 4 3 I f, y Q p pT I i 40_ _ _. _ _ SHALE # ----� I Q.b•s5P CSS` 1 ; � I 38 89°2q'ai"w 3 _pN - ,a ; 1620 36.4 } __ - S 1 — — — — Eat a.. = q 7.6 r f STRE ° 34 W _ . i � i r J + =IIW �- 3 BIW # . } i 't- ____ i __ - }PI 01;iL:E F S At 1 1 -28 t #-fORIZ I =401. 1 J126 f ICS,,, } a w 1_' 4 _ } _ I�-,;moo, QI W �, �/ I I 1 10 ` 1 4 4 •�f''�� �� L 1� I f {, r ll `' t P/PL' C66C ✓� 0,* 7,* S 9 �� d r I o N D�pIhF ��v �(,,iT' �` - �.CV STA. 9f77.OU ARCHIBALD �� �� I Z _� r✓,�'�< �, ,' AVENUE 'i ��' �I c t7.s0' 0 T- /f. /9' sZ �� a�c�r s�ww�G 3r 1� 1P6 i "� _ _ 1 0` A G ♦J�`Q t F �o , '� re �? , cv I° \� 'r , A 01 or% : 0 1'p 6 �p 9� ►� lr I ti ' 1 ��o •�,, � o�� ,pL �' � � � � r O' � � 139 � � �� 0��"4 © i +10 Ila "F"LATERAL >.' 1 � - 5f �a � TEFtA -f-fT4 C LATERALW 3a T / 4 i..� �' N E - - E IS I. j 1` G t� N Cl _ az I WATER _INEG G 3 3 1 s2 - N99 -44'30"E I 3 32 16 -� -- S - W. V. -- - • — u ' , • ATERAL j , L >v C r •` -20 - _— 3! 3 j �p,N89` t7'4 7 yi Q: 22.50 d •74 S9 00 Q �\ -�` -1 --' —-- f - - - - - EA4fERAL�� DETAIL C C. S SEWERLIN �T-O 14 " GAS L /NE 7b of -/ r itEcoc ZTFo "-- -^-� �' t �i I a y ; �, _.1f� _._�1_ 4 �`" � � 2����� F "`'+.. � � � � � � f► �'� Q P III , I �Ir .wh��� r•� �3 00 Q14 I I I Z`` M 'I o`'r AI �' '� i W I g 2 n,I 9 s P,rc• ' v,' \'' Q 10 ki s� ono �►,av r �+ V s Ef' 0 r y �` * OI� W I• I i EXIST 120" WATER LINE F4 X A ` h W 00 h f hlh 3 sz+ �ccP M /oro -o � BANYAN S TRFET r . 0 WI ; ° 33' 1 SO. A.C. ;CAA. /I/Vr OW n'W-A"If. WffWA?AW_r I,rwAv&"JrAm- ,�/� °;,� orb° CITY OF RANCHO CUCAMONGA I • M/N. 77QerNC/V 1M7TiYlW � roew coor w CAIN Ex. A.0 AAVEME•Nr j PLAN d PROFILE V I�z ARCHIBALD AVE. RECONSTRUCT ,t AtK//LL �Er B at" -9-C, t "0 C14 -An zr,v MASTER PLAN LINE 4 -Br w0r_4- i BANYAN �T. • ARCHIBALD AVE. TO JADEITE AVE. SWCASO TO~ A"" b V b Q ear APPRMD BY DATE St n ENGOPOEER R.C.E. N a 23889 TRENCH PAVEMENT REPAIR DETAIL AssoGtATES ` s1ar� • lIIt. _ - QED C3Vtl EM!wMEERS Ito EASTY STREET SWTE it3MEET; OKTAR10/ CALV.91Ti4 '""T_r . ..I. 4 a CS I D: ORA~ MO. : pmt IE c 'v� ESP b/",/07 Itc-Las. 29224 314 J v �r a � � 3 ti ` BM No58 Elevation 1590.8W Chisse le d 48 -. 1 square on top flange o f fire hydrant ` - � at southeast corner of Archibald Avenue and IV Lemon Avenue41 4 . -46 4 rile-, ��. _ - i i ! 1 - L• S 2 f # i 1 1 3 } i 2 • 42 }, 140 f6401 �;� I .4 _. � _.i ._t _ i_. —1 -._... ._..-i i - � -� ♦ 4 i .. .� ����i # f. .� +� e S J -i ' ti � i � �`.M X � � � e - Z # � .I- i . 4 1 MM 38 A IT I fi t1 i JJ ' , , « i Q ;K 1 +� # 3 Off- 34 A/Or,-.' ,S7-Ar70N/A/4F /l }} t } "Poo -z2 'coca✓-�. ' R $ . _ _ � { �`�' -. d # j } 2 1 i Z �\ j} { 30 1 • /IA R. C.P /d RCt I , j r � ', �� � 6� i « ; 3 '� « 3 _ G..i 6 S t :; � 30 4 3 I f, y Q p pT I i 40_ _ _. _ _ SHALE # ----� I Q.b•s5P CSS` 1 ; � I 38 89°2q'ai"w 3 _pN - ,a ; 1620 36.4 } __ - S 1 — — — — Eat a.. = q 7.6 r f STRE ° 34 W _ . i � i r J + =IIW �- 3 BIW # . } i 't- ____ i __ - }PI 01;iL:E F S At 1 1 -28 t #-fORIZ I =401. 1 J126 f ICS,,, } a w 1_' 4 _ } _ I�-,;moo, QI W �, �/ I I 1 10 ` 1 4 4 •�f''�� �� L 1� I f {, r ll `' t P/PL' C66C ✓� 0,* 7,* S 9 �� d r I o N D�pIhF ��v �(,,iT' �` - �.CV STA. 9f77.OU ARCHIBALD �� �� I Z _� r✓,�'�< �, ,' AVENUE 'i ��' �I c t7.s0' 0 T- /f. /9' sZ �� a�c�r s�ww�G 3r 1� 1P6 i "� _ _ 1 0` A G ♦J�`Q t F �o , '� re �? , cv I° \� 'r , A 01 or% : 0 1'p 6 �p 9� ►� lr I ti ' 1 ��o •�,, � o�� ,pL �' � � � � r O' � � 139 � � �� 0��"4 © i +10 Ila "F"LATERAL >.' 1 � - 5f �a � TEFtA -f-fT4 C LATERALW 3a T / 4 i..� �' N E - - E IS I. j 1` G t� N Cl _ az I WATER _INEG G 3 3 1 s2 - N99 -44'30"E I 3 32 16 -� -- S - W. V. -- - • — u ' , • ATERAL j , L >v C r •` -20 - _— 3! 3 j �p,N89` t7'4 7 yi Q: 22.50 d •74 S9 00 Q �\ -�` -1 --' —-- f - - - - - EA4fERAL�� DETAIL C C. S SEWERLIN �T-O 14 " GAS L /NE 7b of -/ r itEcoc ZTFo "-- -^-� �' t �i I a y ; �, _.1f� _._�1_ 4 �`" � � 2����� F "`'+.. � � � � � � f► �'� Q P III , I �Ir .wh��� r•� �3 00 Q14 I I I Z`` M 'I o`'r AI �' '� i W I g 2 n,I 9 s P,rc• ' v,' \'' Q 10 ki s� ono �►,av r �+ V s Ef' 0 r y �` * OI� W I• I i EXIST 120" WATER LINE F4 X A ` h W 00 h f hlh 3 sz+ �ccP M /oro -o � BANYAN S TRFET r . 0 WI ; ° 33' 1 SO. A.C. ;CAA. /I/Vr OW n'W-A"If. WffWA?AW_r I,rwAv&"JrAm- ,�/� °;,� orb° CITY OF RANCHO CUCAMONGA I • M/N. 77QerNC/V 1M7TiYlW � roew coor w CAIN Ex. A.0 AAVEME•Nr j PLAN d PROFILE V I�z ARCHIBALD AVE. RECONSTRUCT ,t AtK//LL �Er B at" -9-C, t "0 C14 -An zr,v MASTER PLAN LINE 4 -Br w0r_4- i BANYAN �T. • ARCHIBALD AVE. TO JADEITE AVE. SWCASO TO~ A"" b V b Q ear APPRMD BY DATE St n ENGOPOEER R.C.E. N a 23889 TRENCH PAVEMENT REPAIR DETAIL AssoGtATES ` s1ar� • lIIt. _ - QED C3Vtl EM!wMEERS Ito EASTY STREET SWTE it3MEET; OKTAR10/ CALV.91Ti4 '""T_r . ..I. 4 a CS I D: ORA~ MO. : pmt IE c 'v� ESP b/",/07 Itc-Las. 29224 314 J