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HomeMy WebLinkAbout1835-D X N 490 v 490 x M w u� O co F- + w co ORIGINAL GROUND EXIST 2" GAS Z TOP OF PIPE -1 0 z O ---- ELEV 484. 803 0 w o ii -------_.----------- = Co U EXISTING 203mm HGL I I — Q -- ---t-_-��_�---_ -----------------------------_ -_ _ - _-------------- (8" ) SEWER W F— -----------------------=----------------�----------- ---------- ------------------- II II tr- _ --- ----- II = w ---------------v ---____---__-----_________ ------------------- __--------`-- II V) Z -------------= w = •�. S=O. 0122 I I -------------- ---- U 2G y� F- x 480 Q II �, fI 480 I I ----- S=0_0034 24 EXIST 2100 mm (84" ) RCP EXIST 1800 mm (72") RCP (SEE "LEMON AVE STORM DRAIN" PROJECT) 232. 981 (764. 37' ) - 1 800 mm RCP 11 +00 10+00 9+00 x PROFILE - " DLM " LINE HORIZ 1 : 500 CONSTRUCTION NOTES VERT 1 : 100 24 INSTALL 1800 mm (72" ) RCP ELEC (SCE) 8" SEWER (CCWD) KLUSMAN UTILITY LEGEND CATV (CC) AVENUE CCWD = CUCAMONGA COUNTY WATER DISTRICT O I6 II ' I 2" GAS (GC) CC = CHARTER COMMUNICATIONS O 2" WATER (CCWD) 3" GAS (GC) 3" GAS (GC) VER = VERIZON p 2" WATER (CCWD) 8" WATER (CCWD) 1 8" VCP SEWER (CCWD) SCE = SOUTHERN CALIFORNIA EDISON + R W / I f I I -- -- GC = GAS COMPANY - — -- - - MWD = METROPOLITAN WATER DISTRICT — — - _ _ --- - - -- --- -- - - - - - - --- -g�- -- - --- - -- -- �- - ---- - - --- --- w - wTV--w-- E w A V CATV �- VE F- "D M" LINE 89° 33' 37" E 8+0 LEMON AVE U It 7+ 11LMW11 LLj -iw D - - - -- - - - - -- - -- _ _ I +00 I C +00 9+0 _ -- EXIST 84" RCP --- vv— - X W i - T- T _ -- -- - 1 -T- — -- T T T W V) - r - In oo -� - j R/W 8" WATER (CCWD) Z N SEWER LAT (CCWD) III I ;� It' AS (GC)8" WATER (CCWD) 1 0 2" GAS (GC) II � TEL (VER) 00 i U EWER LAT (CCWD) MALACHITE Q TEL (VER) AVENUE 1° � CATV (CC) 'I c0 I-_ w q- 3 x Q No. DESCRIPTION OF REVISION DATE CI1 Y K) m w JAPPROVED J Q U � L CITY OF RANCHO CUCAMONGA + � w wcr -, �_ O QRpf ES S /oNq� 00 CL W _l By. LEMON AVENUE STORM DRAIN EXTENSION = co CL W � W Q�` F -Jwuzw00 Date: zc 0 . wocn � � 3�2"f 03 � EDWARD NG _ � m � -- � � LEMON AVENUE - STORM DRAIN - Z rn No. - _ 46767 - PLAN AND PROFILE Exp, 6/30/03 C I V I La\P LM" +8 4 TO LM" I I + I 0 � OF CAL► APPROvED BY CITY ENGINEER ? - ��(�/ DATEcD R.C.E. N0. 24953 x UNDERGROUND SERVICE ALERT DESIGPJ PLANS PREPARES BY: RELOMME I4UII) _ PLAN ENg - -- I ENGINEEERCINGECORP. O z Cell: TOLL FREE _ ` , - O � SCALE 1 • 500 DRAWN 1836-L COMMERCENTER CIRCLE �hF t V, 1-800 etr/c ENg SAN TEL 8909-890-0477 92408 5 OF 13 w 422-4133 d` - ALL DIMENSIONS ARE IN - - - - FAx 909-890-0467 --- - --- — cr CHECKED DRAWING NO. / METERS UNLESS OTHERWISE SHOWN. a ' TWO WORKING DAYS BEFORE YOU DIG S F H _.._ R.C.E. NO. 4403 035-- D _ - - FILE NO. - FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 w U Li 30 cr� N U � — Z x ou � Z > TOP EXIST a► 0 < r_ CL 8" WATER cvJw r w ELEV 485. 133 - Y N ORIGINAL GROUND M o + o cn J : a) = c\ 30 c" wzm N < o EX TEL v 28 N EXIST 2" GAS + m ' TOP OF PIPE �' 32 - ELEV 489. 184 w a � m m O nz�33 EXIST 8" GAS ,` v ~ 0 N w +' o TOP OF PIPE v 0 + m � Z 490 ----- EXISTING 203mm ELEV 485. 416 + w m - _ 490 -- _1 i8" ) SEWER - v m "' - - w EXISTING SEWER , , (TO BE RELOCATED) - + + _� cn r` _ x MANHOLE (TYP) ;; ; EX tEL = _ - m ~ O o - _ c o z o z W Z o w HGL — = w o � a = W v M = m _ � _ 0z v p I _ -------- p L-------- . O S=0. 0100 24 + Ln EXIST 3" GAS x J- - X52 1- — W Q�h E�EVO484 1960 �� __�Q W (TO BE RELOCATED) I (A U0 Q 2 5 012 w w � QUO Ae�• � � ��� Z Ln Q0.• 1� ( ��� J Q0�• 'X02' U 480_ 480 120" MIND 2. 438 W ) 1200 mm RCP 143. 317 (482. 76' ) 1200 mm ACP 21 . 502 (TO. 55' ) 232. 981 (764. 37' 2400 an x 1800 mm RCP 750 mm RCB 13+00 12 +00 11 +00 x- -- PROFILE — " DLM " LINE CONSTRUCTION NOTES HOR I Z 1 : 500 VERT 1 : 1 00 20 INSTALL 600 mm (24" ) RCP ELEC (SEC) 23 INSTALL 1200 mm (48" ) RCP 1 " WATER (CCWD) 10" WATER (MWD) 24 INSTALL 1800 mm (72" ) RCP 12" WATER (CCWD) ABANDONED "LAT I ", SEE SHT 7 SEE SHEET 5 25 CONST 2400 mm x 750 mm RCB PER DETAIL ON SHEET 9 "� FOR PLAN AND PROFILE TEL (VER) MATCHL I NE STA " DLM" 11 + 10. 000 0" WATER (CCWD) INFORMATION. 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 20 WATER (CCWD) ABANDONED "LMW" LINE $ '241 "DLM" I I + 18. 328, BEG MH " T SEWER „ I( j ) 3. 658 LT "LMw" 9+00. 000 28 CONST RCB TO MANHOLE TRANSITION STRUCTURE I PER CITY 21 " WATER (CCWD) ��LATI� 1 +00. 00= I � o STD PLAN 334 AND DETAILS ON SHEET 9 2 GAS (GC) Ril DLM I I + 19. 189 POT= 30 „DLM" 1 1 +21 . 352, END MH, BEG TS 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321 R/W8" GAS (G 3. 658 LT "LMW" 9+00. 862 � - W o. 1 g 3. LT "LM 9+03 025 31 CONST JUNCTION STRUCTURE N 2 PER CITY STD PLAN 33 J - - - - - ,_ 6 BC, END TS -- - - [ _ - __ -AM"- L € - T "�MW"29+06. 634 - RCB TRANSITION STRUCTURE PER DETAILS, -- SEE SHEET 9 - - - - - - - - i N � 6-5 8 L. 3 2 - - - - M µ AM THYST -STRI,BT_ M --- , - - _ 3 TE BULKHEAD SEE DETAIL ON SHEET 10 "- W 3, CONST CONCRETE�.._rt- 0 3 1 8, �1 -2I� 2+00 " ,� 0' M 3I)s '20 I) . n2, s N s - - - �w_ -L 4 - --- -X�+00 - - _� - - - - -+- -- M= 25 WATER (CCWD) 7 77 R/W TEL (VER) 1 00 _ (CONTRACTOR TO 1q_ ODLO I cv ao � VERIFY LOCATION 3 - 1 ao 00 = o .. O N I, I,�� o M o ►� o �`� cn LMW 9+ 14. 832= PRIOR TO WORK) o �� o o r- �o 0 — C6 2 cas (cc) ^- — — LEMON AM 1 +00. 000 J ^ M L 0o APRICOT — o0 11 + — o0 11 + — oo 11 + c., w c� „ mti m O ti0 +IT 23 O w0 N N �n 11 OD — M II 0D — — u � — M m M AVENUE 8 SEWER (CCWD) QOo = In of = = AVENUE M _ OD = v N _ 00 = ►� - = co = o o , o Q - $u�t-T C�ItK c cn oN� -O II + + + 9 Ln ,6 v = o v�o � + ..o � + --o � + -O + --o a ± ,"0 r` a - o N a - . o r- Q �`' - w o 3�� GAS (G C) AS�' I LT C 11 Y tJT N o Q N OD CC) Orn = p00N - C;" °+° = O�cv _ + + No. DESCRIP1101`J OF REVISION DAIF APPROVED z00c) + = z c+v za;_ - �- zrn_ - zoo_ - ►- CATV (CC) By: Il�Q H1Q � Q .— N J Q Z" 11 — J Q Z— II — -� Q Z— 11 — J Q Z — 11 — -J a z- u TEL (VER) - _ „ _ _ _ 11 _ _ — �� _ CITY OF RANCHO CUCAMONGA + + + _ - 11 _ - 11 - _ w N> - w Ln > - Q0 0) a W a Q�0FESS OH (V F- w N N cn> - = CO cn >_ - 00 < >_ _ _ — JCI_ — J — J � a X00 � a dao � a � � r` a � � f- a � � v = v = e. —� 4� - - J mQm Q J mMm Q J mMm 0 J mMm 0 . J mrn= ± H ± H �c. = Lo - - rn= - = U) Cfl 2 to - L0 LO Z U-) ko 2 Ln m00 :2 co :2 co w =cn = m c°o �u?w DRAINLEMON AVENUE STORY EXTENSION JQ � O U W � H00N O F-a0(n O HOD(n _ l0 - Cfl Ui WA N 0 z o o Lr) r- F-00 cn � �coN m - Ln - - . Q 11 Q • Q 11 Q Q 11 Q Q 1, Q Q 11 Q � � AMETHYST STREET STORM DRAIN U3� U�U C3" U3U J PLAN AND PROFILE w No. 46767 m co U3c� CATV (CC) o 0 Exp, 6/30/03 �33) 26 26 26 26 26 CURVE DATA "DLM" 1 1 + 10. 000 TO " DLM" 1 2+96. 610 OF�T4 CIVIL \p No. R A T L VED BY APPRO CALF Q CATV (CC) Di 1 3. 7 1 6 89049' 5" 1 3. 673 21 . 502 I CITY ENDATEGINEER UNDERGROUND SERVICE ALERT R.C.E. N0. 24953 a PLAN — DLM LINE D[ PLANS PREPARED BY: TcF - ` s g L I M & NASC I AENTO SCALE 1 : 500 ENGINEEERING COR P. 0 Cell: TOLL FREE DRAWtJ L CIRCLE 0 1836 1-800 SAN BERNARD I N0.CA 92408 I > -� etric r-- e,�` _ESG_ TEL 909-890-0477 — 6 _ OF 1 3 _ w 422-4133cr ALL DIMENSIONS ARE I NcHECKE D FAx 909-890-0467 DRAWING No. I N TWO WORKING DAYS BEFORE ��, OIG ENg, , METERS UNLESS OTHERWISE SHOWN. R.C.E. NO. 4403 ` $3,5-p FILE No. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 i 6. 706 RT "AM" 2+09. 792 0 29 x 27 CATCH BASIN NO. 9 N c N r- in W=8. 534 V= 1 . 87 (6. 14' ) o cD N CASE "D" M= 1 . 200 H=0. 100 + o_ o N w 0 + t - N N N Y 29 Q `+ w - - - cr ni f- �- m =J w � z w EXIST 3" GAS = w EX i ST TEL o 0, _ UJ _ M TOP OF PIPE a a TOP OF COND o of 21 ELEV 489. 549 _j ELEV 487. 277 - of (TO BE RELOCATED) _ 0 + m _ I 490 ORIGINAL GROUND z _ I� 490 - S'0- 0324 i i ��� _j =�Qi " EXIST 2" GAS Jam, a + „ HGL TOP OF PIPE EXIST �I_ r--------rELEV 485. 644 TEL - = I- Y 171 -,I --------, ` _ Z 1� 5=0, 0 10 483 U _ 30 EXIST SEWER MANHOLE O ��EXIST 12 2L �� 5.0. 0309 WATER 120" MWD 22 s__0.0 x a��. sqq 82p 8. 616 (28. 27' ) Np 750 mm RCP 88. 868 (291 . 56' ) - 900 mm RCP L 18. 681 (61 . 29' ) 480 900 mm RCP 480 120" MWD 2+00 1 +00 x--- PROFILE - " LAT1 " LINE CONSTRUCTION NOTES HOR I Z 1 : 500 VERT 1 : 1 00 20 - INSTALL 600 mm (24" ) RCP 21 INSTALL 750 mm (30" ) RCP 22 - INSTALL 900 mn (36" ) RCP CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 "LATI " 2+ 10. 252 BEG MH CATV (CC) WITH BASE MODIFIED PER CITY STD PLAN 309 1 . 676 RT "AM" 2+01 . 776 27 27 27 22 CONST MANHOLE No. 2 PER CITY STD PLAN 319 "LATI " 1 +20.r111000 MH "LATI " 2+ 11 . 674 BC, END MH o 0 0 1 . 676 "AM" 1 + 12. 671 29 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321 I . 676 RT "AM" 2+03. 198 rn ^- - M ^- - r- ^- r� rn oo M rn oo M ooIn "LAT 1 " 1 + 19.'. 52 EC � 31 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 Oil Oil o rr 1 . 676 RT AM I + 1 1 . 487 `� m P_ m: IT In m: - "LATI " 2+ 17. 060 EC to cooO w LO V r-w IT M w w r) 3. 685 RT "AM" 2+08. 047 + O rr + + O rr + +-- -- --o n + o r- - - O ti - - o 00 - "LATI " I + 14. 598 BC Or)N O OMN O Or)N N = zCo . W = = zCo . (D = = zoo . r) = 3. 669 RT "AM" 1 +06. 653 120" WATER (MWD) 6. 706 RT "AM" 2+09. 792 a z- 11 ti a a z= 11 N a a z = 11 o a 2j CATCH BASIN NO. 9 2" GAS (GC) _ >� Lo = = ->� � _ = ->� v = 30 _ _ _ 8" WATER (CCWD) 12 WATER (CCWD) W=8. 534 V= 1 . 87 _ _ CASE "D" M= 1 . 200 H=O. 100 21 mvo vo mr-o x M= M= lD= � � I BEG "LATI Ir " I +00. 00= 22 c0 z u) - Q0 (D � - w (D z N - l0 "DLM" I I + 19. 189 POT= I LT oU .w f- r- O .w I-_ r- OU .w ter- 11 r- Co V) a (D r- Co V) a cD r-- F---v rn a cD ^ 3. 6 5 8 L T "L MW" 9+00. 8 6 2 20 WATER (CCWD) END I, "LATI " 2+20. 290= a 11 a _j _j11 a a 11 a m I I �o 110 3U = - � _jo By: 3 UU = - o 5. 969 RT "AM" 2+ 1 0. 33 1 , a, TEL (VER) 21 " WATER (CCWD) R/W - `� (CONTRACTOR TO • 3 - - r VERIFY LOCATION - - - - - PRIOR T - - n -- - - - - - - - - - - - - 0 0 WORK) -- - - _ - - -- - _ -- -- - M - - - 6" WATER _A M E T H Y S _ TSE T� �,+o0 = �"�AT_I „ L' NE .--�20 2 3� S O r` 5�0, 3 = 5 - N o' - I,�. �LscR�F sol of RL v�S�c N DATE APPROVED - - -- - - _.. S-- ---- ---- S - --- - - ---- _' - 4 - - M M - -- - - CITY OF RANCHO CUCAMONGA rr ESS /p / R/W LEMON AVENUE STORM DRAIN EXTENSION � < 29 �� ` 12" WATER (CCWD)11 A ( ) Ilii f,ll DLM . SEE SHT 6 ISAMETHYST STREETSTORM DRAIN WARD NG Z FNFORMAT INFOOR PLAN RMATION. PROFILE 8 SEWER (CCWD) LMW 9+ 14. 832= PLAN AND PROFILE w No, 46767 m 8" SEWER (CCWD) 'I �� 6/30/03 8" SEWER (CCWD) APRICOT 6 WATER (CCWD) LEMON � Exp. -_ _ AVENUE " AVENUE AM" 1 +00. 000 sT+ CIVIL \P 20" WATER (CCWD) LAT I " 1 +00. 000 TO " LATI " 2+20. 954 �r of CAL%FABANDONED CURVE DATA APPRO QED BY No. R T L CITY ENGINEER DA1E '�_ R.C.E. N 124953 249 53 x urvoERCRourvo SFRvIcE aLER7 I WATER (CCWD) ABANDONED I 6. 858 440 49' 5" 2. 828 5. 364 DE SIGN PLANS PREPARED -113Y: 0 r f �� err O2 Co. 858 45° 00' 1 " 2. 841 5. 386 ENg _ LIM & NASCIMENTO v Call: TOLL FREE PLAN - LAT 1 LINE -_ - o Z DRAWN ENG I NEEER I NG CORP. ------- -IM o d� 1-800 etric SCALE 1 : 500 ESG SAN6BERNARo NO,CA92408 (` u, 422_4133 ___ TEL 909-890-0477 __- 7- OF __ 3 _ fr ALL DIMENSIONS ARE I N CHFCKE - - FAx 909-890-0467 DRAWING No. , TWO WORKING DAYS BEFORE YOU DIG METERS UNLESS OTHERWISE SHOWN. - a ENg R.C.E. N0. 4403 I 35-D _ 1 -1 - FILE N0. -L --FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I 1 1 1 1 1 1 1 6. 706 LT " AM" I +62. 176 26 6. 706 LT "AM" 2+09. 084 @--CATCH. 706 LT " AM" I +47. 176 26 CATCH BASIN NO. 4 6. 706 LT ttAM" i +32. 176CATCH BASIN NO. 309 (6. 86 'BASIN NO. 2 W= 8. 534 V=2. W=8. 534 V= I . 98 (6. 50 ) CATCH BASIN NO. I W=8. 534 V= 1 . 92 ( 6. 30 ' ) CASE " B" M= I . 200 H-0. 100 CASE �I B�I M= I . 200 H =O. 100 "DLM" 12+44. 727 = W=8. 534 V= 1 . 86 (6. 10 -' ) CASE " B " M= 1 . 200 H =0. 100 490. 889 5. 486 LT x 23 CASE " B" M= 1 . 200 H=O. 100 �'�� TC " AM" 2+08. 295 " DLM" 11 +82. 818 = 0 • 6 " DLM" 1 1 +97. 81 8 = ►_- 5. 486 LT AM 1 +46. 87 O S 6 5. 486 LT " AM" I +61 . 3877 23 6', 9 " DLM" 1 1 +67. 8 1 8 = TEL 5. 486 LT " AM" 1 +3 1 . 387 23 488 1_- 488 490 CATV 490 TEL S=55. 06% 20 S= 101 . 7 I % CATV 20 487 TEL CATV 487 CATV 488 488 , HGL 487 S= 74. 57% 20 489 489 GL 487 TEL 1 , S=32. 16% 20 I , - 31 HGL 486 1 486 31 487 - HGL 487 31 ��• 31 3 A� `1 486 �� `� 486 `�� `'� 488 \� '► 6A\ 488 x 1� \N l A� 0 . aR 485 \� 485 \ 486 \ 486 96 1 . 130 ( 3. 71 ' ) 96 1 . 139 ( 3. 74 ' ) 600 mm ( 24 " ) RCP /�L49 1 . 1 1 7 ( 3. 67 ' ) 48S 1 . 121 ( 3. 68 ' ) 600 mm ( 24 " } RCP 600 mm ( 24 ' ) RCP /Ntl ' /�6 600 mm ( 24 " ) RCP 48 486. I �• 339 NV 869 NV CATCH BASIN NO . 1 CATCH BASIN NO . 2 CATCH BASIN NO . 3 CATCH BASIN NO . 4 HOR I Z 1 : 1 00 HOR I Z 1 : 100 HOR I Z 1 : 1 00 HOR I Z I : 100 VERT 1 : 25 VERT 1 : 25 VERT 1 : 25 VERT 1 : 25 6. 706 RT 27 " -) A @-%C -TCHBAS'I' N706 LTAM 2+ 50.�ObAT1 " 1 +40. 328= " LAT1 " 1 +52. 607= " LAT1 " 1 +67. 607 = "AM" 1 +62. 993 N0. 5 `--� @-�,-,L. 676 RT " AM" I +3 I . 853 &1 . 676 RT " AM" 1 +44. 1 3 I 22 I . 676 RT " AM" I +59. 1 3 I 46 CATCH BASIN NO. 8 W=8. 534 V = 1 . 88 (6. 17 ' ) >0 W=8. 534 V= 1 . 83 (6 ' ) x___ CASE " B " M= 1 . 200 H=0. 100 9�5 CASE 100" M= 1 . 200 49 "DLM" 12+83. 454 = f. 706 RT "AM" 1 +35. 707L +35. 707 6. 706 RT "AM" 1 +47. 993 Tc S89 5. 486 LT " AM" 2 +47. 022 23 � � CATCH BASIN NO. 6 27 �0 & CATCH BASIN NO. 7 27 -r---- 61 W=4. 267 V= 1 . 83 (6. 00 ' ) �' W= 8. 534 V = 1 . 83 (6. 00 ' ) -- �� CASE " D" M= 1 . 200 H=0. 100 6S CASE " D " M= I . 200 H=O. 100 HGL S=6. 39% 20 CATV TEL & ELEC 492 TEL CATV 492 ------- 488 -y------- 488 488 488 S=5. 97% 20 CATV HGLA- --_---__ 3 ! TEL & ELEC 487 487 CATV v6 S=40. 74% 20 HGL 31 HG L 5=7. 96% 20 L � 491 � �� 31 491 487 31 487 487 �`� 487 ------ -- ------I TEL & ELECv i 46� 1 2 " WATER 2`' 'LL • 6 i �6 '1'L • 0 ( ABANDONED ) 4 86 i6 ; 486 '1'L ' 00 ; 5. 7 1 2 ( 18. 74 ** ) 69 \� 1 2 " WATER 9 12" WATER 600 mm ( 24 ) x (ABANDONED ) / v66 ( ABANDONED ) RCP 490 490 '�� • 9S 486 ti� • vS 486 486 a�'0 CATCH BASIN NO . S 486 9 \� HOR I Z 1 : 100 a VERT 1 : 25 1 . 1 22 ( 3. 68 ' ) v6 485 �.a 5. 708 ( 18. 73 ' ) 485c�`�a 5. 708 ( 18. 73 ' } 600 mm ( 24 " ) RCP i� 600 mm ( 24 " ) ' 600 mm ( 24 " ) 0 Pis-8u«TCoca¢ o+�s 3-2-►•a3 ��J RCP RCP No. DESCRIPTION OF REVISION DATE IAPPROVED CATCH BASIN NO . 5 CATCH BASIN NO . 6 CATCH BASIN NO . 7 U I LT CITY OF RANCHO CUCAMONGA V e k E S S /ONS( H O R I Z 1 : 1 0 0 H O R I Z 1 : 100 H O R I Z 1 : 1 0 0 BY: LEMON AVENUE STORM DRAIN EXTENSION VERT 1 : 25 VERT 1 : 25 VERT 1 : 25 H _ EDWARD NG_ i DRAINAGE PROFILES W NO, 46767 Exp' 6/30/03 CONSTRUCTION NOTES � - � CIVIL \� 20 INSTALL 600 mm ( 24 " ) RCP 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 CATCH BASIN I THROUGH 8 OF CALF APPROVED BY 22 27 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 CITY ENGINEER - x W I TH BASE MODIFIED PER CITY STD PLAN 309 \ R c E UNDERGROUND SERVICE ALERT INSTALL 900 mm ( 36 " ) RCP . No. 24953 DESIGIJ PLANS PREPARED `gYS RE�UMPIE ILIE L) 23 INSTALL 1200 mm ( 48 " ) RCP 3 I CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 ENg rAftl LIM & NASCIMENTO 19 Call. TOLL FREE ENG I NEEER I NG CORP. 0O oz �! DRAWN 1836-L COMMERCENTER CIRCLE �r'f LO i-800 N errje ESG TEL 8909-890 0477 92408 8 OF 1 3 ti w 422-4133 ALL DIMENSIONS ARE IN - -- --- FAX 909-890-0467 METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING No. , V) ENg _ R.C.E. No. 4403 I $ 35- D - V) - TWO WORKING DAYS BEFORE YOU DIGA - -� FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I 3000 v v � ko v x ± NOTES: 3610 v - o 0 ± a - I . FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 00 a ------- 2. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION ------- N C\j ~ __ ------- EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEY WAY ______ N I I I MAY BE PLACED AT SPRING LINE. ----------------------- - ----- 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 AND SHALL TERMINATE 50 MM CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. a4 � - . fc - 28 MPa AT 28 DAYS Q I o I I o 0 0 A - PIPE ( �__--________ �L_I _ RCB O A 5. UNLESS OTHERWISE B �0 RCB- MH ----------m- --------- --�---r �-- , ------------- --- --- STEPS SHALL CONFORM TO STANDARD PLAN 324. -------------------------------------------------- ---- —J B � I I- ----------_� I I N SHOWN STEPS SHALL BE SPACED 355 MM TO 380 MM ON CENTER. THE N �" fi----- -- _-- LOWEST STEP SHALL NOT BE MORE THAN 750 MM ABOVE THE INVERT. Co _ -- -- - 6. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324. UNLESS OTHERWISE SHOWN. ----------- _ ----�_I 7. MAIN TRANSVERSE REINFORCING SHALL BE PLACED PERPENDICULAR TO ----- �, I T --____ THE CENTERLINE OR, FOR CULVERTS, RADIAL. AT CURVED CULVERTS c� ------ SPACING OF TRANSVERSE REINF IS MEASURED ALONG CENTERLINE, ------- - C\' SPACING OF VERTICAL WALL REINF IS MEASURED ALONG EACH WALL. tJ 3 - #22 IN TOP SLAB HOOKS MAY BE ROTATED AS NEEDED FOR CLEARANCE. ------- 000 7 SPACE BETWEEN TYP 0 0 C\1 LONG REINF 8. AT TRANSITION SECTIONS NUMBER OF LONGITUDINAL BARS ARE PLAN PLAN CONSTANT AND GOVERNED BY SPACING AT END WITH LARGER DIMENSION. 2- # 13 HOOP 1 LRCB Transition Structure MH #4 LFA-LQJ TRANS I T I ON N N # 16 1 50STRUCTURE RCB 1502400 150 M N TYP I I # 13 C] x300 LAP LONG REINF _• `\i 200 915 200 # 13 LONG TYP 600 1200 600 MIN 30 BAR DIA N N EA CORNER 7 - 13 TYP + + CJ �J # ----------- 3- # 1 6 o75 �n `r' # C - - o Co ------------ -___-_--- i I i I _ N 22 0 1 50 OMIT HOOKS O N Q Q �, i N EVERY OTHER BAR x- -- a :3 - # 1 6 �J ------------ L r TYP ---- ----_- o ±�75 - ----- OPT I ONAL -- ----- - - 6, ! CJ LOCATION C\, 0 0 50 mm CLR 0 # 16 C @150 0 ( TYP ) _ � ALTERNATIVE Q ---------- --------- ! CJ LOCATION ------- ------------- - VLAP C Jrn# #22 � a150 0013 �450 N - - TYPN SEE RCB SECTIONN N NTYP LONG REINF RCB SECTION SEE RCB SECTION MIN 30 BAR DIA SCALE 1 . 25 TYP ------ SECT ION A - A TYP _ SECTION B - B NOTES: I . REINF SHALL BE GRADE 400 O MH FRAME & COVER 2. SEE TRANSITION STRUCTURES NO. 1 PER CITY � x (—FS PER CITY STD 324 STD PLAN 334 FOR INFO NOT SHOWN HEREON # 13 0150 RCB TO MANHOLE 6106 2 - # 13 HOOPS TRANSITION STRUCTURE # 16J � 150 SCALE I : 25 3- # 16 # 16 �, In150 mm # 13 El In300 075 200 915 VAR No. DESCRIPTION OF REVISION DATE CI1 Y OPTIONAL C J Ilk APPROVED CITY OF RANCHO CUCAMONGA Q,RpFESS /oti STEPS PER CITY STD 325 LEMON AVENUE STORM DRAIN EXTENSION 20o UILT y EDWARD NG vPS�REAM� B,: DRAINAGE DETAILS i w� ,,�, 46767 m RCP Exp, 6/30_/03 Deft:— 2_�D \� STRUCTURES s,' � CIVIL OF CRL1 APPROVED BY CITY ENGINEER DATE _ (� (� R.C.E. NO. 24953 x UNDERGROUND SERVICE ALERT SECTION li - li DESIGIJ PLANS PREPARED BY: KF_ �Iv1F�E IdUE � E N g L I M & NASC I MENTO Call: TOLL FREE --- O V-11011111111 ENGINEEERING CORP. o 1-800 etric PIPE TO RCB DRAWN 1836—L COMMERCENTER CIRCLE `ht t I E S G SAN BERNARDINO,CA 92408 w � TEL 909-890-0477 - 9 _ OF 13 422-4133 TRANSITION STRUCTURE ALL DIMENSIONS ARE IN CHECKED FAX 909-890-0467 DRAWING NO. - TWO MDRKING DAYS BEFORE YOU OIG SCALE 1 : 25 MILLIMETERS UNLESS OTHERWISE SHOWN. ENg R.C.E. NO. 4676 83s-D = FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 LIFT LOOPS (SEE NOTE 2) of x p F p p D ) p 156 300 mm tO 27 - p LIFT DETAIL OD + 300 mm FS 450 C �50__ cr t w WRAP W/ NON WOVEN FILTER o FABRIC PRIOR TO BACKFILLING RCP 600 mm 0 ' "A" BARS "` x +i o 0 0 13o 15omm CUT & REMOVE CONFLICTING (SEE NOTE 1 ) PORTIONS OF ABANDONED 12 " WATER LINE. + SEAL ENDS OF CUT PIPE WITH CONCRETE PLUG O i MODIFIED CATCH BASIN DETAIL SCALE 1 : 25 t = 125 mm_ C FRONT VIEW SECTION 'C=C r. NOTES: 1 . REINFORCED STEEL SHALL BE CENTERED IN BULKHEAD WITH HORIZONTAL BARS TOWARDS OUTSIDE FACE OF BULKHEAD. 2. LIFT LOOPS SHALL BE WOVEN STEEL CABLE WITH SAME MIN DIAMETER (d) AS " A " BARS. WEAVE CABLE THROUGH x--- HORIZONTAL " A " BARS. COAT EXPOSED PORTION OF CABLE LIFT LOOPS WITH BITUMINOUS PAINT PRIOR TO BACKFILLING W R/W CL E R/W TRENCH. TEMPORARY CONCRETE BULKHEAD X3. 353 ( 1 1 ) 6. 706 ( 22 ' ) J. 6. 706 ( 22 ' ) J.3. 353 ( 1 I ' ) PROPOSED CITY OF PROPOSED CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA S R/W N R/W CB #300 CB #303 3. 353 ( 1 1 ' ) 6. 706 ( 22 ' ) 6. 706 ( 22 ' ) 3. 353 ( 1 I ' ) I- - 1 � Io bl CJI ° t O O ° ° ° p ° ° O 0 o O N x - AS' U I LT v z 0 0 co z cj� By: I _ — o 3�Z7�o� Ln �- J p -- E Date: -- 1 N — 0 0 z W N E — �- E N tY � � � O M J M z I� M Q J Q t C) _ E c� o � of N E F- � J F– v � Ln v v 00 M O E N o t� 0 •• r` Q N z .� ll) J cn lC� Q W � cr — E N a E c cV cA E E — Q t-- O — o , w `� ~ ~ -� W ~ No. DESCRIPTION OF REVISION DATE Lily CO E � N Q �E W N � � -J J 0 W v N — `E W APPROVED z QO — z W E W H- M F- o Q0 LL- v N z cl� -' <rn civ .of m m o � w �n Q W o � �- - W , 0H . = oz CITY OF RANCHO CUCAMONGA OFESS � W E E CL 0') O F— 0 � lD N CL Q� ° z N 0 a_ O w N E C) z J Q � o rri r�i � O 0 o E � � � � E > J LEMON AVENUE STORM DRAIN EXTENSION s o �- �r o h _ EDWARD NG i w W Q �o M _ F--U-11U cn � N w W N 0 O = U 0 � Q w F- W ,,�, 4s7sT m z > o- � > � w o Q LJj °' oo `" � C' o DRAINAGE DETAILS - �- I— w o Ld Exp. 6/30/03 /)w cN N I W = Q Q to LLJ WJ 0 cr- Z s \p ~ U I` _ — cn W F- a0 _ Q _ cn Q Z Q CIVIL a o�- Co ' Q 0 � - w m STRUCTURES j, vo OF CAL iW LLJ00 N CL W F-- Go Q) E o F- V7 APPROVED BY -J or_ — O CITY ENGINEER lk 1 DATES 0-O W t1 J X x G R.C.E. N0. 24953 UNDERGROUND SERVICE ALERT 00 Ir W DESIG(� PLANS PREPARED BY: Kt P:1h9. , E N g L I M & NASC I MENTO ` Call: TOLL FREE LEMON AVENUE TYPICAL AMETHYST STREET TYPICAL DRAW;- ___ _ ___ 1836- � ,,ER�E�ERR�R��EoR�. , r.11 _____ o p� 1-800 e trig E S G TSAN EL BERNARD I NO,CA 92408 10 OF 13 422-4133 ALL DIMENSIONS MENS I ONS ARE I N FAX 909-890-0467 - _ - - - METERS UNLESS OTHERWISE SHOWN, CHECKED DRAWING NO. , TWO WORKING DAYS BEFORE YOU DIG - � Q ENg R.C.E. N0. 4676 g 35-p _ FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I t I 1 1