Loading...
HomeMy WebLinkAbout1901-D FINISHED SURFACE OVER C- OF _ FINISHED SURFACE OVER � FINISHED SURFACE OVER U FINISHED SURFACE OVER STORM DRAIN � � (L OF STORM DRAIN � � � � t OF STORM DRAIN vow� � �OF STORM DRAIN FINISHED SURFACE FINISHED SURFACE �' Sao OVER OF ;° FINISHED SURFACE P OVER OF ~ OVER OF '' `r 40 N GO N STORM DRAIN � ^ STORM DRAIN v o STORM DRAIN w � '60 �' N i HGl MGL 00 1270 -1270 _ _ �---- 1270 .1270 tit . ,, r- 1 S=0.1699 SaQ.p149 Sa0.0152 0. 'L13 r -I r -i Sa0.1432 S=4.m ---fF S=4.0084 5=9.1500 S=tf.02"53 S�.2500 (S-0.750II) I 1 M 21 ill Ea � D (S=0.2500) I I(5_Q _--U- - N p (S-0.15010) -0.0900) ^ a S--0.2500 � • a' N �Z (S-0.2500 ( ) �p Eo $ ( >> Nt0 ♦ N0 SON pZ U b� MN M ^ � h ^a WO N N CL - - - ♦ > N I Z M C9 � >> Z t0 p Z � Z 1260 _ >_.� 1260 __. _ . . . s b _ 1260 �3 -1260 fn two ♦ O � Zm � tp p � pW� � � W � Nto O L L.. L_.J a - - p ^ GO � 1n N N O 04 5 04 ui N i 5 ^ �j �m �j m z p >> to dD O � � h N �r Zp 1A - Z M06 Nto ps � N ♦ ♦ . + �Q? g ��QQ OnM p a 4J t0 ! � � 9 � t�D• + � N O � � N � fl � N O � � Nh � 0 O 9 ?z _ N °gC4 N C4 Q=- .2CFS ` + _ o A TL p ?z N N h N N N o `� Q 10:9CF5 Q�p=6.2CFS , o Qtpp 2.2( S V= o m ,� 1^ ' o. o N F r_� cO o N `�N V=3.37FPS V 1.81 FPS Va 1.97FPS E0° V=0.70FPS p �S.5CF5 Q�=1.9CF5 S + ♦ N o O + cv O N N Mj � COAST. CAhfST. V=3.11FPS V=1.08FF'S oto � 04 � � 0N � � o 8.00 LF 18.151ECONST c _ ^ ; i�T'15'f. 714.60 tf 7392 LF ?4' RCP Zr RCP # CONST. 59.17 LF 21.98 LF o M c 24' RCP, D=1250 18' RCP, �1250 12 12 18' RCP, 1�1250 18' RCP so D� 50 0 2.8 X1250 3.7C,f5 � N Q�p�.7CF5 1� V=2.09FPS $ V=3.79FPS V=1.58 FPS CONST. 7. GIOVHST. COAST. 6.61 LF 3.63 LF 17.25 LF V 4.19FPS 18' RCP COAST. f8' RCP 18' RCP E D=1500 12.50 If f D-150D D�1500 r 1 18' RCP CDYVm6w To bER y mm ' ' ' ' D=1500 m BEGINNING LAT. 'A-31' 1 LAT. A-32 LAT. A-7.1' LAT. A-7.2 - W-261 � .� � LNE +A_� PROFILE SCALEs LAT. A 25 LAT. LAT. A-27 LAT. A-28 HORIZ. 1 40 VERT. 1"=4' 0 0 0 0 0 1 z 3 4 0 0 - PLAN SCALE 1"=40' 3 40' 20' 0 10' 20' 40' co 3 1"=40' GRAPHIC SCALE j O ROYAL OAKS DRIVE 3 y 36 �., ., 3 4 W MERITAGE COURT �, 3 �, MADRIGAL DRIVE N;.�r � � a $ � �" ` ' 36 w3 d `to � 36 o I H O W $ $ 3 1 $ N N 'K N � of �[ O+ � 1 h I Lo w N � No � �� It + � m � � I I $ I ! 2 'll N O W F j W ^ II p vi i� O .� + Q ►�i3 + D + � � = a oW *� °� 3 ►� hm � W2S � o m J� ~ � ~ ^ oW oa , ^ St, � � �^ ^ m � Z l r om > ^ $ 0+61.30 40' 20' 0 10' 20' 40' � V Lp 1 7 •� •� V B ' °p o �, o END RCP 1"=40' GRAPHIC SCALE `V ROYAL OAK IVE b Ex STORM DR41N , EX. STORM DRAIN K, _ PER CFD 01-01A " 30 PER CFD 01-OIA D*V / 1833D UNE A-7" _ DWG f 1833D -_-_-- _-- _ _ _- ------ _. _ _- A 2 01' N6758'19oW _ SHEETS f0 dr 13 OF 15 SHEETS 10 & 13 OF 15 - 89.17 N09'16'4rW 127.99' N10'18'19'W `JOIN EX. RCP r "A-32" ROUNDHILL PLACE 31" 0+07.25 --------- C 18.15' N58'2725 E `� I 0+25.40 n i _ _ END RCP - $ N� I LAT � � � ' � $ " to �I 6D I I ^ o A ;LAT "A-7.2"' o w _ 0 2 sQ^ N 3 ^ 0 30' I 30' ^ o `" ^ e� + 17.25' 0415'35'08 W �o 00 o o z Oco oZ , •T• o� Wo3 2 o2a 23.50 0479'4141'£ y � b 'c"4 > 4' � o 6 �� In m �12� 18 +;� 18 �12� ^ ~� 36 �- $ a i N W W V 1 0 ►� + + �0 2 CALISTOGA PLACE � � � o PROP. Ir WATER h N Lo 3 PROP. 8' SEWER a O •Q O 4i O W ^ h 2 ~ 0 2 m o m ICIN S O .� V 36 3 3 CITY OF RANCHO CUCAMONGA STORM DRAIN PLAN FOR CONSTRUCTION NOTES O QROV E SS/091 LINE "A-7"; "A-25" TO "A-28"; 0 C. "A-7.r �w 30 CONSTRUCT 18" RCP STORM DRAIN ("D" LOAD PER PROFILE). "A-31"; "A-32"; "A-7. 1 & "A-7'2" ' No. 20596 m 31 CONSTRUCT 24" RCP STORM DRAIN CEr LOAD PER PROFILE). * * TRACT NO. 16314 oc Exp. 9-30-05 � 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 040. 300. 9TF�l CAL�F�\P 3® CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. APPROVED BY DATE: ® CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. CITY ENGINEER /�' RCE N 0 24953 36 REMOVE BRICK AND MORTAL SEAL. CURVE TABLE CITY OF RANCHO CUCAMONGA DESIGN molso 173"2" llAw RECOMMENDED 30 CONSTRUCT CONCRETE COLLAR PER CITY STD. 040. 329. # 4 R L T BENCH MARK NUMBER 10051 : zC R.P.P. DOKICN Irvin.,CA 92611 Voks:949 21 A 1 ° 01 '37` 495 . 00 ' 8 . 87 ' 4 . 44 ' ELEVATION : 1300.686 DRAWN ' � ' _ sc"ULt2 FAX: 949-251-0516 SHE£ SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF 1. u B 15° 0 0 ' 0 0' 45 . 00 1 1 . 78 ' 5 , 92 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L A N F R 5 E N G I N E E R S S U R V E Y O R S 6 OF- 6 C 45* 00 ' 00' 22 . 50 ' 17 . 67 ' 9 . 32 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING 040. DESCRIPTION OF REVISION DATE MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO CITY OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 7,641PA FILE NO / 90 ) 71) APPROVED: :\52526\IMPLANS\TR 16314\SIP06.dwg 1/12103 PROJECT SHEET NO. OF