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HomeMy WebLinkAbout2303-D 2160 2160 0 64.43' PROFILE C i m ,c M � rn S •G 8"W 2"G, P tv + S= , _ . p0382 2140 � 0.040� _ 2140 ExISnNc SURFACE OVER PIPE � 'oeM 62.43 LF 18" PIPE i M Q=13.4 CFS HGL Vmox=7.6 FPS O + � 2120 M " ° `-` 32.66' a 2120 t ' � 0_29.4 CFS " Y + , �'. 6"W max-27 FPS 18 u-1 30.05 + v1 C.i ti m -. __- .---- z Y as + _W 4 �rC j r > 4 z 1 G ' 2 _ - A NGL ai o ^ 8" W �rC S= •037 2100 U h D C7 2100mL U N M W O MVV•cck N C3 n lclzdi * mr + + i In �? o PROFILE 8 M 2"SL 24 f, 0=16 CFS --2"G .soo.f)b 9 Vmax=9 FPS 0 ry PROFILE A Sstfp518 rn 0=7 CFS Vmax=12.7 FPS w 2080 2080 37 38 �° 39 40 41 42 43 44 PROFILE SCALE 45 253.95 LF 18" PIPE VERT- 1 in = 8 ft. 0=36.5 CFS HORZ.• 1 in = 40 ft. RINGSTEM DRIVE Vmox=26 FPS STALLION WAY l 82 �� 142 1 148 1 149 1 150 ° '� / w v U \ \ I I 27 z z m 4 1 I 1 omooN � a I oma; � � M � 4 S. r+ p + 0' � k s � � Q o o 0 1 1 1 ! 0 3m ¢ Q. r C7 I I / / �./ / W x O ' Rs A 1< l E Q \ s n - - - - - - - - - -- - - 1 7 _ - -- - - - - - - - - - q � - - y - - - - - - - -- � � o C(. 8099? BYRE K CB X1-7- 37 - - - - - - t �o - - - -- _ - _ - 38 N - ._ �- _ - 4r - - - _ _ - -. - --- --- 1 _- 4� �/ / / 2 - - - 15 43 eo S TRq OF3/(' S9`'45o - Tq_ E 8323 G B Pq0 OCA STA 37+73.09 PADDOCK PL8 � - - - - - C.L. INT. STALLION WAY I � 1 B 8 7 1 8 I I 8 / EX_CSG _ I I I ( o of I 1 0 h 3 74 I 75 I 76 1 77 I 78 ¢ 79 1 80 1 81 40 5 t 3 DESCRIPTION OF REVISION DATE P TY 4 AP OVAL 1 i 1 5 CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES STORM DRAIN PLAN AND PROFILE 1D CONSTRUCT 18" DIA. DUAL WALL CORRUGATED POLYETHYLENE PIPE WITH WT JOINTS STORM DRAIN CURVE DATA TABLE PRIVATE STORM DRAIN O2 CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CITY STD 303, W=21 ' NO. RADIUS DELTA LENGTH TANGENT O3 CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CITY STD 303, W=10' PADDOCK PLACE O4 CONSTRUCT MANHOLE NO. 1 PER CITY STD 318 A 492' 3*2619'507" 29.61' ' 177.30' 5 CONSTRUCT LOCAL DEPRESSION PER CITY STD 307 CASED B 492' 3'2654" 29.61' 14.81' SEAL TRACT 12332-2 M.B. 218/63-71 � Underground Service Alert BENCH MARK NO. 6O CONNECT 18" PIPE TO EXISTING CATCH BASIN C 492' 17.04'34" 146.63' 73.63' APPROVED BY 1/23�ii DATE .S3472 o O7 A.C. TRENCH REPAIR PER CITY STD 120 D 1008' 2.55'55" 51.58' 25.80' LOCATION: 82 FEsslo QR hq7 CITY ENGINEER R.C.E. No. ® E 90' 12'3534 19.78' 9.93'CONSTRUCT P.C.C. CURB WATER DEFECTOR PER DETAIL Call: TOLL FREE ��p �PNCEq F� DESIGN RECOMMENDED ' " CHIS. BOX BY SOUTH CURB RETURN AT S.E. ,,� ��- s c � m m LANE & Associates O REMOVE & REPLACE CURB & GUTTER PER CITY STD 104, TYPE A2-8 1-800 CORNER OF HAVEN AND WILSON w No. 24838 m 274 W. 9th Street dl 422-4133 * Exp. 12/31/11 * DRAWN Upland, CA 91786 SHEET ELEV. 1817.926 Lp- CIVIL o- 09-981-1800 2 OF 2 F OF q�\F CHECKED R.C.E.NO,24838 DRAWING NO. EXPRIES 12/31/11 TWO WORKING DAYS BEFORE YOU DIG DATE -Zo- JOBNO.: 11.105 2303-Zj ce 2160 I 1 � ' � I I I I I I 2160 - - - - - - - -� -1--L $4.43'( ��� -1 - i - -� -_1-- 1 -- I_ I I 1 I I I I I 1 1 1- -I- 1- -I I- -1- -l- - l 1. 1- 1 - - 1. 1'.--J- - - - ! I I + m ' - - - - - -- - -- -- -- -- - - L -Y - - - - -- -- Z --- -PROFILE_C - _ 1 1 : rn m I ►� � rn I , I I - --- - -- - - - �_ l I I I i _1 - �- 1 1 l I l : p I� + -- � - - - - _ _I I � � I I I � I I — � � I -- 1 I � ► l_ - � a a 1 - I i 12-7G - - I I : ! : er :0 03821 -- - + j `* 5 '- 7-- .7 11 � 1I � II `, i � ': 1I ! 1 � �� ! 11 _11 i t � II � II1 2140 ! ! ! 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O 2100 N �i 1 � Z O ; i i I W - m - - - - -- — - - - - - -- -- --- - - - - - - - - ;--- } m i r e} i 1 1 - -- --- - - - - - - i '!� � z I I t : + I I Z I rn "SE--t- 2 SL t ----- -- - - - - --- Q= 6 CFS I 2G - i - - - - -- - -- - -- - -- - } --�- - Z l - - - - --- - - - - -- - - - ,, O - -- - --- -- - - - - ---- -- { h t } i � � � i T � I N � I I 5�8 ! 1 f I - --- - -- --- ROFILE A - --- --- I 1 } l O• Z 1 p� CFS I ' ' - T r : ! _- -- -- - --- - -- -- - - -- - - -- --- - -- - -- - t -� - - - - I- I I --- ---- - -- - - - mdx-12.7 FPS � } 1 1 1 ' oo °o + t } 1 + ! I : I I a 2080 o 208D 37 38 39 40 41 42 43 44 PROFILE SCALE 45 253.95 LF 18" PIPE VERT lin = 8 ft. Q=36.5 CFS HORZ.• 1 in = 40 ft. Vmax=26 FPS RI NGSTEM DRIVE STALLION WAY l �/ \\ II o2 82 \ \ 147 I 148 149 I 150 27 II I w U U \ \ I // /co I \ o z m \ \ \ 4� / 6�/ /\- V� CO 9 co E "� \ \ 1 7 t :==: 37 q) = r 1 I 38 — 39 — E�' C` I I i I _ �� =— p - - — /l 2 _ c / -1- - _ � &G _1 I I — —_ - - 43 42 4 ��- - - - - U _'� _ _ = — I - _ _ — - U'/ 45 / STq 9'8327 8 ° 1 R,NGS M ............... STA 37+73.09 PADDOCK PL �- 8 8 - C.L.' INT. STALLION WAY I I 8 8 7 1 W o LO U 74 I 75 1 76 1 77 78 Q 1 79 1 80 1 81 a / 40 4 / / 3 DESCRIPTION OF REVISION DATE APITY OVAL 5 CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES STORM DRAIN PLAN AND PROFILE CONSTRUCT 18" DIA. DUAL WALL CORRUGATED POLYETHYLENE PIPE WITH WT JOINTS STORM DRAIN CURVE DATA TABLE PRIVATE STORM DRAIN O CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CITY STD 303, W=21 ' No. RADIUS DELTA LENGTH TANGENT O CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CITY STD 303, W=10' „ , PADDOCK PLACE 0 4 CONSTRUCT MANHOLE NO. 1 PER CITY STD 318 A 1008 19'57 07 351.01 177.30 B 492' 3.2s'S4" 2s.s 1' 14.s 1' SEAL TRACT 12332-2 M.B. 218/63-71 O CONSTRUCT LOCAL DEPRESSION PER CITY STD 307 CASED Underground ServiCe�Alert BENCH MARK NO. 6 CONNECT 18" PIPE TO EXISTING CATCH BASIN C 492' 17.04'34" 146.63' 73.63' APPROVED BY q�23�// DATE ,���72 LOCATION: 82 „ �)VESS/0/y CITY ENGINEER R.C.E. No. O A.C. TRENCH REPAIR PER CITY STD 120 D 1008 2'55 55 51.58 25.80 o Q NCE q q� Call: TOLL FREE c�� e-P 2 DESIGN RECOMMENDED 80 CONSTRUCT P.C.C. CURB WATER DEFECTOR PER DETAIL E 90 12'35 34 19.78 9.93 CHIS. BOX BY SOUTH CURB RETURN AT S.E. �� 92 z LANE & Associates O9 REMOVE & REPLACE CURB & GUTTER PER CITY STD 104, TYPE A2-8 lttl 1-800 CORNER OF HAVEN AND WILSON w No. 24838 m 274 W. 9th Street 422-4133 Exp, 12/31/11 DRAWN SHEET * * Upland, CA 91786 ELEV. 1817.926 . s�qT civ',- 09-981-1800 2 OF 2 F 0 CHECKED E PRIES .2/318 248381 DRAWING NO. TWO WORKING DAYS PEFORE YOU DIG PATE -Zo— JQBNO.: 11.105 -2130.3--,�