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'n C3 � "' ,+w c*4 fI N cl ltar g E� `o� N 1 a 0 FD ss N � N - I Z n pp � C7 - ♦ . o t , k 1250 # 50 _ 1250 1250 .,ti a } _ 1250 LL vN Q >.� + � in CIN ZmO� NN to C4 + N � EQ ' � 'z � Ute♦ o � N 0100=6.2 CFS f N o No 6W �+ �., �- o♦ Q100124 CFS 0,00=124 CFS V=7s FPS I III OF N10UiNtO , N EXIST. 24' RCS N+ N o m t t o V=4.0 FPS V=7.5 FPS CONST. } '\ An cc n Co `O !� CONST. 224.20 LF 2,C RCP D=1250 CONST. 204.65 LF 18' RCP D-1250 37.64 LF N 01o0=26.7 C4 � ♦ ♦ �'o N N N Q 100=7.5 CFS .91 LF V=16.8 + Q 100-k7 CFS 8 $ V=4.2 FPS 8' RCP 18' RCP 16 ' � D=1250 { Eu 73 IF o . V=9.0 FPS + 1250 100=�.5 CFS f i LAT. 'A-3' 01800 COCT 18 2 �1 LF V-2.4 FPS PROF LE SCALES E1 _ CONST. 50.41 LF HORIZ. 1 =40' LAT A 3.1' LAT. 'A-3.2' ' 11 24 RCP DC1346T. 182 IF - -15010 s_ VERT. 1 4 _ I 0 124" RCP D=1500 0100-19.2 2 3 PLAN SCALE p 0 2 3 4 5 • CONTRACTOR TO VERIFY V=6.1 1 -40 PRIOR 10 C10NSIRaC710N N h d DRY CREEK DRIVE WATER BROOK DRIVE It-, lin nh BRIDLEWOOD DRIVE �8' X 12' RCB PERfew SHT. 7 OF 10 , _ 30° CHURCH ST. NP PLANS ;�, _ + / - DWG. ,� f833D = 2 O� 12 18' j f 18' 12' Ch V b" V -- 3 O N / >t T. '*A 3.2" m � 41 * 2+. . iP � 's - h 1 f LA T. 'PA-,r3 END PIPE t � 31 -15+18.00 ST. STA b B © D 8 99.94 N44 0�'T8`II�� ".__ :' _ _ _ - _.- --_ - - - - -- 4 CB 85 W=4' V=7.1 ?30 A0' AAAO'l5'S2�E 4' 198.22" AW 15'52"E 5 2d M F 0.77' N74'So'34' W31 �_ SILVER 0 A K P LA C E � I LAT. "A-3,, � a I � W ►��` c ._ + SEE LEFT HEREON f o I h SEE 1 A- R4�ORLE ON SHT 9 LAT. b g In pli In "i s ►� KI 12 12 III ti p i 3 N o n + _ss � ��sS LAT. w OA-3.f 3.2" �� I H � SEE RIGHT HEREON75 � t v Ii O (4' I/ O O+ a W O APPELLATION DRIVE ,�- 40' 20' 0 10' 20' 40' 40' 20' 0 10' 20' 40' SI MM09 1"=40' GRAPHIC SCALE 1"=40' GRAPHIC SCALE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES O Q��F ESS/p�ql STORM DRAIN PLAN FOR LAT. 'A-3"; "A-3.1"; "A-3.2" & "A-3.3" ® CONSTRUCT 18' RCP STORM DRAIN C D' LOAD PER PROFILE). ~� ' IN LOAD PER PROFILE). � Exp 920309 05 � TRACT NO. 16312 31 CONSTRUCT 24 RCP STORM DRAIN ("D" ) �qr �* © CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. CIVIL CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. F OF CAF APPROVED B Y : DATE: ® CONSTRUCT TRANSITION STRUCTURE N0.3 PER CITY SM. NO. 336. CURVE TABLE CITY ENGINEER , 1 24953 # A R L T DESIGN _ Rf( RCE NO ®5 REMOVE 20' OF EXISTING 24" RCP CITY OF RANCHO CUCAMONGA t REC NpED A 3 0°4 4 ' 16' 2 2 . 5 0 ' 12 . 0 7 ' 6 . 18 ' 0 17�]o R.ahiH Aw. 6 REMOVE BRICK AND MORTAL SEAL. B 1 °53 '32' 295 00 ' 9 74 ' 4 : 87 ' 50 BENCH MARK NUMBER 10051 R.P.P. a w.3C 0 0.I c N kri„.,CA V2611 ELEVATION : 1300.686 _ """' ?1-'n1 C 2°24 '39' 295 . 0 0 ' 12 41 ' 6 . 21 ' DRAWN ,c,,,,..= FAX: b9-751-0516 SHEE ® CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF D 49°37 ' 01 ' 2250 ' 19 : 48 ' 10 , 40 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. PLAN ERS ENGINEERS SURVEYORS 8 OF 9 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING NO. CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END _ ewft�CE NO A Ly DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 5 .21.03 FILE NO I:\52526\IMPLANS\TR 16312\SIP08.dwg 5/21/03 PROJECT SHEET NO. S OF 40 N o 60 VI 8 N . J 8 �� r' h 1 .- I GO m g � + \tib ( i 8 ^ U O ` O O ; g M t� + N t e- a _ _U i N 1?60 1 ?60 ?sa ? o 260 1 ?�ia FINISHED SURFACE OVER---- N FINISHED SURFACE OVER OF STORM DRAIN 11 i OF STORM DRAIN tl FINISHED SURFACE OVER { tl OF STORM DRAIN t1dL tN< tit j t HIM I�I �- ! t 1 i I tt I OUT ; 1 I I 5~0.0200 iii S--0.0200 -0.0 i S- 200 I w 1 ?50 a1250 (S=0.0200) (9=0.0200) 6 1259.9 INV aw a a a i 1 /� • CONTRA&OR TO VERIFY PRIOR TO i . r� s 1 • # t W TO VERIFY 1 i 1� N N i N CONSTRUCTION + ?�' PRIOR TO CONSTRUCTION i N N N 1 CL o ~ 4100=6.2 CFS I r, N . �, V=3.5 FPS ERS ma "'• ii ma ! COAST. 24.43 LF N � i NON O O N � � c t f 18' RCPD=10010 I :. I j o O I 1� taj Z O O Z O t N n O y j i .r m I 1 vs Z 1 i i i N f #?4a ?4a O O V--0.7 FPS V�.9 FPS 0100s1e.0 cis o1�=18''.0 RFsrsT. 11.76 LF 20.3 f LF LAT '`A-3 3' V=16.9 FPS V=15.6 FPS 18" RCP ID-1500 18" RCP D--15W C i 33.93 LF CONST. `74.11 t€ i i t I EX. 24' R.C.P. 24" R.C.P. D-2000 D-2000 I 1 ; i I 5.70 LF' 543 LF i z i Dr 180 RCP _ EX 18' RCP j LAT. A-24' j SCALES LAT. 'A-2.1' LAT. 'A-2.2' i HORIZ. 1"=40' i VERT. 1"-4' I , i O 2 PLAN SCALE Q Q 1"=40' o cV o 3 i L I p o e o g � h I 8' X 11.5' RCR PER o e o o v 3 v, SHE1~T 6 OF 10 S A g°"^° I CHURCH ST. IMP PUNS W DIK 1833D 1 W LAT. "A-24" F INT. D+00.010 UT. A-24 J 74.11' N18'3659 W -LA�• -"A-2.1m =8+00.00 LINE 'A' i I o I �� a 11.76' N70705102" W PINE RIDGE � � 3 � '- PLACE x ----- _ � h rr ll HESS�--- 21 x � LAT. "A-2Z CE � 20.31' N35'1000" E 4. _ W c y L of HI V I Q I � 5 o � 0 Wow S n g 3 o 40' 20' 0 10' 20' 40' 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE 1"=40' GRAPHIC SCALE CITY OF RANCHO CUCAMONGA oQ�Of ESS�pNI STORM DRAIN PLAN FOR CONSTRUCTION NOTES `` �� C � LAT. "A-24m; "A-2.1" & "A-2.2' CONSTRUCT 18" RCP STORM DRAIN C If LOAD PER PROFILE). N ~� � 31 CONSTRUCT 24" RCP STORM DRAIN ('D" LOAD PER PROFILE). �, No. 20596 �" m TRACT NO. 16312 O * Exp. 9-30-05 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. qTF OF Ck-\F APPROVED B Y : DATE: CITY ENGINEER / RCE NO 24953 ® CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. 35 REMOVE EXISTING TEMPORARY CMP CATCH BASIN AND 24" RCP CITY OF RANCHO CUCAMONGA DESIGN REC j�ED TO MANHOLE; PLUG MANHOLE WALL WITH BRICK AND MORTAL SEAL. O MORSE V i-,R.ehill 14 R.P.P. Si*550 BENCH MARK NUMBER 10051 nccicM k.in.,CA-21- �. ,, f_ , ._ vans v.9-2s1-atl 1 11 .- ELEVATION 300.686 _ � _ 36 REMOVE BRICK AND MORTAL SEAL. DRAWN a :�„,,.,>< FAx 919451-0516 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF ; 3© CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. v s N E « s E N{G I N E E R S s u Ie v E r o II s 9 OF CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKEDDRAWING NO.. DESCRIPTION OF REVISION DATE CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END �C& CE NO 20596 I / D APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 2/O FILE NO I:\52526\IMPLANS\TR 16312\SIP09.dwg 5/21/03 PROJECT SHEET NO. OF