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HomeMy WebLinkAbout1909-D Jc f i = LAS } 4 FINISHED SbRPADE OVER 1 ' } ' t OF STORM DRAIN + 4 t *COt4TRACTOR TO WRIFY PRIOR .' TO BEGINNING CONSTRUCTION. FINISHED SURFACE OV& z T OF STORM DRAIN FINISHED SURFACE m o m OVER (c OF o _ 1285 _ "E _ _ " G 1285 1280 oot � 1280 STORM DRAIN 280 Co r- fell N m N + ( - I U fiI fee N 1 O O ... N 2 S-0.2160 H6L00 HM H(;L r-i S=0.2500 1270 _ 210 1270 - 1275 M 1275 CL S-0.0600pCL 2�3 5=0.0200 0 (S-0.2500) W In � ! N + 00 2 0 m N � 0D (S-0.2500) os3 D' o c� Eao' ^ p �D � + N t4: C `* r (S-0.0.600) =0.0400 .° _ b o �° '�;' COaID M S=O.027I g C4 CL d ILII N n � + � ^•d � 0 � X �L z z cm ` tq ^ ' n ♦ C4 N N L_ jD Qf0 -= 4.6 CFS Q1O0=44.6 CFS M Z M W n O 02 M L J �z os o ^ N N - Qui-M.4 CFS V=7.72 FPS V=11. ♦ 35 FPS E� •z N U '7 pp pp pppp 8 101 N N p CO _N O N CD + d a 7 0s 03 N I c z c Q V-8.54 FPS d' w r a o � >� � � � _ 1265 � � � 1265 QM-4.99S c Q�=4.9(:F'S =i.6CF5 g g Q1ao c a, N ^ _ • 41 V2.77FPS _ V=2.77FPS f V=12.90FPS cw, g V=3.40FPS o N a CONSY. 239.82 tlf 36' RCP 1504 i CONST. 167.61 LF 3 r RCP D4 1300 + m m N 61ST + N N CAST. COAST 1�ID Ee' p 29 LFN v 1.05 LF p Q X5.2 CFS Q.--85.2 CF5 10.74 LF 19.75 LF V=12.0FS V=12.05 FPS �e_ P 8 o 2r RCP 1� 2-C RCP 4 1000 1500 o D= +750 t • ,48 LF } 1 36' RCP PRORLE SCALES D=1500 r t LAT. A 33 LAT. A 34' LAT. `A-2u%9f LAT. A HORIZ. 1 40' LINt A-,9 VERT. 1"=:4' 0 0PLAN 0 SCALE 0 1 2 3 4 5 6 1"=40' WINERY DRIVE { UNE *A-Sr EXISTING LATS. A-33 A-34 b' SEE SHEET bA FO , o N63.2027'E 46.41' PER DWG. 18330 SHT. 10 & 11 e� I h O coNS'1'R.UGT�orJ aF ---- I OF 13 - i ( _ ,Q THESE SD LATERALS 5+50.15 CCMP RISER PER VICTORIA ARBORS ROUGH GRADING PUN { w " o + eK '� 5'; 4+68. 6 i w - g �� eQ PCC , ! LAT. A-33" t� UT 411 A 34 0 W . - _ H ' 4+28.57 N70'18 20'W 10.74 75' �� W s I PRC ,,., . F INT. INT 11�+57.00 ST STA 31 f0+57.00 ST. STA w g "' g g r F INT. 3 _ _..-. g I o 4+13.10 UNE A-9' _ __z o _..._�._=' H G 39 � CB ,�70 W=14; V=6.34'0+19.33 � CB 169 W=14; V=6.7T p ----_-- ...--_- -.. � � =0.00+00 UT."A-9.3" F INT 0+27.33 0+55.61 UNE 'A-8' END RCP END RCP IF INT. ARBOR p 4 UNE *A-� 4 A F h 0+20.70 19+30.20 ST. STA ARB 0 R LA� E END PIPE -0.00+00 UT. "A33 I ___ =0.00+00 UT. 'A34' 31 C C8 168 W=14, V=4.96' _ Nfi5'S8'2i"F"d9.oI' A165'5 7rE 184:71' - E! _. �`�-���_ - - - - -- __ -------- ` � 1550 ST STA 27+ 36 I 0+27.29 LAT. A- - - - CB 163 W=20, V=6.78' END RCP N25.18'11"W 18.29' EX/S'TING UT A-33 LAT. "A-9.1" -- --- ---- --- - ----- ------ ------ PER DWG. 1833D SHT. 10 & 11 N69'O1'39'W 9.1 , LAT. A-9.3w -- --- ----------- - ' A --------- ----`--- OF 13 SEE PROFIL E ON SHT. s 41 1)+,54.94 LAT 'A--9.1' ARBOR R L/i N E �. N7S5720"E 20.70 0+2228 A SEE PROFILE ON SHT 5 ROYAL- OAKS �r y D4�/ 1.AT. "A-Yr DZ77NG UT. A-9 =0.00+00 UT. A-9.11 & A-9.1 RO 1 A L OAKS D R l V E - 36 N2S 18'11'W 1.05' PER DNG. 18330 SHT 11 � 13 OF 15 .,.._ �. 16371 ��., �0+5757 .. :. 3s .r_.PRc 0+19 4 TR. 16371 LAT. "A-9.2" ` N5529'03"W 54.47' ��� END PIPE FUTURE CB SEE PROFILE ON SHT. 5 \ EXISTING UT. A-8 PER Q "� h a 0+26.26 ��/ 4 C C CB 61 W=14, V=t3' 0+54.47 DWG 18330 SHT 10 13 OF 15 W Q o END PIPE PER TR 16371 7,0 4 END RCP \ Z? Q o W y _ FUTURE CB w EXISTING UT. A-29 PER `� g i ,, ,, -- LAT. A-9.11 DWG. 18330 SHT 10, 11 OF 13 � + 2 � ^ CB f 62 W=14; V=� F f iJTI/R£ CB PER TR 16371 ,0 N72'30 44 W 18.66 PER TR 16371 40' 20' 0 10' 20' 40' SEE PROFILE ON SHT. 5 " W=12, V=S.B' 1"=40' GRAPE flC SCALE S LAT. A-9.1r INTNER DRIV 0+64.17 + N38'59'47"E 26.26' 4 o �' m J SEE PROFILE ON SHT. 5 FUTURE 24' D PIPE �v O PER TER. 16371 3 - 0 CONSTRUCTION NOTES 40' 20' 0 10' 20' 40' D - - CITY OF RANCHO CUCAMONGA 1"=40' GRAP�+IC SCALE ® CONSTRUCT 18" RCP STORM DRAIN ('D' LOAD PER PROFILE). 31 CONSTRUCT 24' RCP STORM DRAIN ('D" LOAD PER PROFILE). STORM DRAIN PLAN FOR © CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. Q�OfESS1pN "A-29"; w w w 'A-33"; w w w q� LAT. A-29 ; A-30 ; A-33 ; A-34 ���� � c LIVE. "A-9"; LAT. 'A-9.1-3"; "A-9.11" & "A-9.12' © CONSTRUCT MANHOLE N0. 1 PER CITY STD. N0. 318. � ,�� � � ® CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. CURVE TABLE c� `" No. 20596 �'' m © REMOVE BRICK AND MORTAR SEAL. # d R L T a Exp. 9-30-05 Z TRACT NO. 16369 39 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. NO. 331. A 41 -35 ' 12' 45 , 0 0 ' 32 , 66 ' 17 . 09 ' '� Cl V i t P B 3°20 '38' 45 , 00 ' 2 , 63 ' 1 , 31 ' ����` ��`F APPROVED BY DATE: ® CONSTRUCT 0 RCP STORM DRAIN C D' LOAD PER PROFILE). C 1 ° 16 'S 2' 2 9 5 . 0 0 ' 6 , 6 0 ' 3 . 30 ' CITY ENGINEER f ! !� .: RCE N'6 24953 41 CONSTRUCT 36' RCP STORM DRAIN ("D" LOAD PER PROFILE). D 11 '51 '46' 295 . 00 ' 61 , 08 ' 30 . 65 ' CITY OF RANCHO CUCAMONGA DESIGN RECOMMENDED 4© CONSTRUCT BRICK AND MORTAR SEAL. E 3-28 '49' 295 , 00 ' 17 92 ' 8 . 96 ' M C 5 5I SWA 5edMll Aw. seMe 230 F 44°35 ' 19" 22 , 50 ' 17 51 ' 9 , 23 ' BENCH MARK NUMBER 10051 R.P.P. DO[ICIN Irvine,CA 92614 G 39°23 '49' 22 , 50 ' 15 . 47 ' 8 , 06 ' ELEVATION : 1300.686 , � � ,1 Yeh.949.251-0521 DRAWN scllvlrz FAX: 949251-0S1A SHEET SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF - H 6°36 '29' 345 , 00 ' 39 . 79 ' 19 . 92 ' E.V.J. v A HERS ENGINEERS SURVEYORS RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST OF 6 I 90° 05 '20' 22 50 ' 35 38 ' 22 , 53 ' REVISE 59 LINF �A-9" 10-14-03 lr••1-0 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING N0. I JO IS° 02' 13� 45, oo' 11 , I' S.9 DESCRIPTION OF REVISION DATE CIN MILES WEST OF E2IWA . N AVENUE, AT SOUTINING F C END - CE NO _ - - ��� APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE ILE NO I:\52526\IMPLANS\TR 16369\SIP06.dwg 7/22/03 PROJECT SHEET NO. OF { { 1 4 1 mcysO• j Ucd i 1 N N s' � ! j fed 1 80 � � 1 i S-0.I= S=O.T13.5 (# 1 t 12 7b . _. j I (S�.2500) _t I a I Aim) ; 1 a o IL t 1 rl 0, � { taJ O Z N nO M n ♦ Q N I ♦ N ♦ i O f t -2.1CF5 QM=2.1 CF5 ' V=1.19FPS V=1.19FPS ; i f CDAM CWT = 1 i 7.541F 21.931F 1 le RM 1e RCP CONTRACTOR TO VERIFY PRIOR I 1500D 1500D TO BEGINNING CONSMUC77ON PROFILE SCALES , 4 1 , 1 HORIZ. 1"=40' `A 1 . A-3� LAT. A-36 } VERT. 1"=4' PLAN SCALE 0 1"=40' 1 Cs LAY.1 ~Ai-351y N6559,28nW 7.54 a'`066i3 ARBOR LANE a'�snE "A—V - SEE SWT. 5 N 7' ST of r k\ nt' 6' -- - - - �� EXISTING IAT. A-9 PER DM*G 18.3.3V « SHT- 11 & 1J OF 15 T. A-3e -- 2 N8931'17'E 21.93' TR. 16369 �b ti b4 'o TR. 16371 C-1 TC.B. #65 N6� 3 1 =10 C.B. 166 1y 0 1"=10' �`- 166 @ CONSTRUCTION NOTES 40' 20' 0 10' 20' 40' =40' - GRAlmmp� 00011 PHIC SCALE CITY OF RANCHO CUCAMONGA (g CONSTRUCT 1T RCP STORM DRAIN ("D" LOAD PER PROFlLE). 31 STORM DRAIN PLAN FOR CONSTRUCT 24" RCP STORM DRAIN ("D" LOAD PER PROFILE). Q�pFESSIp. 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY M. NO. 300. C. 3© CONSTRUCT MANHOLE N0. 1 PER CITY STD. N0. 318. �`� � � l� LAT. "A-35" � "A-36" cn ~ ods ? ® CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. No. 20596 TRACT NO. 16369 * Exp. 9-30-05 36 REMOVE BRICK AND MORTAR SEAL. 39 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. NO. 331. OF CAO APPROVED BY DATE:! 40 CONSTRUCT 30r RCP STORM DRAIN ("D" LOAD PER PROFILE). CITY ENGINEER �� RCE NO 24953 41 CONSTRUCT 36" RCP STORM DRAIN ("D" LOAD PER PROFILE). CITY OF RANCHO CUCAMONGA DESIGN s -. m 0 R 5 1 17320Re&.11A", RECOI�A�NDED ® CONSTRUCT BRICK AND MORTAR SEAL. �{y �. Sure ASO BENCH MARK NUMBER 10051 R'P'P' CCKICH trine,CA 9611 ELEVATION : 1300.686 DRAWN E ; ill, ve;c.:919:51-6871 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF fC"OLT: FAX: 919251-0516 SHEET RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L A M N E R S ENGINEERS SURVEYORS 6A OF 6 1 ADDED SHT. 6A WITH LAT. eA-35" do eA-36• AND LOCAL DEPRESSION DETAILS 10-14-03 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING N0. DESCRIPTION OF REVISION DATE MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END RCE NO _ T� CITY I Lqb APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO I:\52526\IMPLANS\TR 16369\SIP06o.dwg 11/03/03 PROJECT SHEET NO. OF