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HomeMy WebLinkAbout3872-7IL - d= • O L U H Leo - - 1 EXIST. 24 R P 26) � T 1 17 46 '1 N _.. - - T- 6 •i z o i - o- cn ao + co 4 67 REMOVE IN R ERI G 3+00 4+00 TRACT .14243-2 DV'#G NO. 1888 EXIST. 8" SW - DWG NO. 1889 BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 8"S, _ , mr(LJ) O R/W U H c�o/ N \ •• (n co It a- F- C N ± N I T- Z CNV) + F- F- p -I (n U J -J �`� 2 FF m W pO ~� X U D o rn Fes_, c-� ¢ c i / poop+ cn W=21.0.' z±±n 13 2 11 G1 II II 15 12 RECORDDRAWING THESE �RE�JM DRAWINGS HAVE PREPARED, IN PART, ON THE, BASIS OF INFORMATIGN ©OMPILED AND FURMSHEID BY OTHERS. THE MANER-WILL- NOT BE RESPONSIBLE4M MY ERRORS OR O 113SKM WHICH HAVE DEEM-WOORP�ORMWINTO THE DOCUMENM AS A RESULT TlWtEOF. [Tbl)l VF17R40n- ---------- 3 4 PROP. 8 SW DWG NO. 3873 EXIST 24" RCP DWG. 0.1822 --- ---- TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT is O M. 0 00 LO 00 r� 5' W=7.0' 1 14 11 J n U W U U J J �-- 2 + 0 °- �' o 1 I ter? U- + m SID' Wo (ft) Ln 0v . . r w � 1 Z • H F_ F_ Z W W TRACT .14243-2 DV'#G NO. 1888 EXIST. 8" SW - DWG NO. 1889 BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 8"S, _ , mr(LJ) O R/W U H c�o/ N \ •• (n co It a- F- C N ± N I T- Z CNV) + F- F- p -I (n U J -J �`� 2 FF m W pO ~� X U D o rn Fes_, c-� ¢ c i / poop+ cn W=21.0.' z±±n 13 2 11 G1 II II 15 12 RECORDDRAWING THESE �RE�JM DRAWINGS HAVE PREPARED, IN PART, ON THE, BASIS OF INFORMATIGN ©OMPILED AND FURMSHEID BY OTHERS. THE MANER-WILL- NOT BE RESPONSIBLE4M MY ERRORS OR O 113SKM WHICH HAVE DEEM-WOORP�ORMWINTO THE DOCUMENM AS A RESULT TlWtEOF. [Tbl)l VF17R40n- ---------- 3 4 PROP. 8 SW DWG NO. 3873 EXIST 24" RCP DWG. 0.1822 --- ---- TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT is O M. 0 00 LO 00 r� 5' 5' 1 LENGTH PER A.P.W.A. STD. PLAN NO. 313-1 J n U ,I t E � fl f �' U Q 0 Q J �� �Q U- _ SID' Wo (ft) Ln 0v . . 000+0010 Z Z F_ F_ Z W W D -LOAD AS SHOWN ON PROFILE N �F0 W Q om TRACT .14243-2 DV'#G NO. 1888 EXIST. 8" SW - DWG NO. 1889 BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 8"S, _ , mr(LJ) O R/W U H c�o/ N \ •• (n co It a- F- C N ± N I T- Z CNV) + F- F- p -I (n U J -J �`� 2 FF m W pO ~� X U D o rn Fes_, c-� ¢ c i / poop+ cn W=21.0.' z±±n 13 2 11 G1 II II 15 12 RECORDDRAWING THESE �RE�JM DRAWINGS HAVE PREPARED, IN PART, ON THE, BASIS OF INFORMATIGN ©OMPILED AND FURMSHEID BY OTHERS. THE MANER-WILL- NOT BE RESPONSIBLE4M MY ERRORS OR O 113SKM WHICH HAVE DEEM-WOORP�ORMWINTO THE DOCUMENM AS A RESULT TlWtEOF. [Tbl)l VF17R40n- ---------- 3 4 PROP. 8 SW DWG NO. 3873 EXIST 24" RCP DWG. 0.1822 --- ---- TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT is O M. 0 00 LO 00 r� RaVISION go. S �2 1+00 m 5' 5' WD LENGTH PER A.P.W.A. STD. PLAN NO. 313-1 A n U DETAIL ON SHEET 2 E � w W p �' U Q 0 Q J �� �Q U- _ SID' Wo (ft) Ln 0v . . wF- Z Z F_ F_ Z W W D -LOAD AS SHOWN ON PROFILE N �F0 W Q om SUPPLY AND INSTALL 24" RCP TC o TC D -LOAD AS SHOWN ON PROFILE TC O ESQ �.- m0 FS p W O=O Z_ O UU -_- -_- DETAIL ON SHEET 2 c0 � z � 1024.22 - - �-- DIRECTION OF FLOW 4"f 4 J` 1024.42 1024.49 1024.65 1025.11 A 2 WILLOW AVE. LOCAL DEPRESSION (CASE A) 1024.30 1024.96 1024.21 1025.56 1024.81 1025.72 1025.22 1024.28 1024.48 N.T.S. 1025.48 A LO - CD � 119. �e0001 V0000 5 22 5 O R T NV� 0= -3.9 2.9 <f Pf 0 Vio. =117.1 =15. cf� PPs CC __. o 0 - L TE A 2 LATER L 15.1c, 5. F 3 ' 1 CP Ad It f'\%-* HORZ: 1" 401 RaVISION go. S �2 1+00 m 5' 5' WD LENGTH PER A.P.W.A. STD. PLAN NO. 313-1 A n U DETAIL ON SHEET 2 E � w W p �' U Q 0 Q J �� �Q U- _ SID' Wo (ft) Ln 0v . . wF- Z Z F_ F_ Z W W D -LOAD AS SHOWN ON PROFILE N �F0 W Q om SUPPLY AND INSTALL 24" RCP TC o TC D -LOAD AS SHOWN ON PROFILE TC O ESQ �.- m0 FS p W O=O Z_ O UU -_- -_- DETAIL ON SHEET 2 c0 � z � 1024.22 - - �-- CURB 6' 5' z M NOTE TO CONTRACTOR * CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION OF EXISTING STORM DRAIN PRIOR TO START OF CONSTRUCTION. CURB 8c GUTTER STORM DRAIN CONSTRUCTION NOTES 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD PLAN LA0. 300-2, WIDTH PER PLAN DETAIL ON SHEET 3 12 CONSTRUCT LOCAL DEPRESSION CASE "A" M m U 00 00 OW1 LENGTH PER A.P.W.A. STD. PLAN NO. 313-1 A n U DETAIL ON SHEET 2 E � w W p �' Q �- ` �-- �� Z O Z Q 0 Q J �� �Q U- _ SID' Wo (ft) 0 PER A.P.W.A. STD. PLAN NO. 321-1 . . Z �} Z L_ W F_ F_ Z Z D -LOAD AS SHOWN ON PROFILE o oO SUPPLY AND INSTALL 24" RCP TC o TC D -LOAD AS SHOWN ON PROFILE TC O 16 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. -- FS STD. PLAN NO. 380-2 WILLOW AVE. N NORTH 7.0 DETAIL ON SHEET 2 --- DIRECTION OF FLOW 1024.22 cn �-- DIRECTION OF FLOW 4"f 4 J` 1024.42 1024.49 1024.65 1025.11 A 2 WILLOW AVE. LOCAL DEPRESSION (CASE A) 1024.30 1024.96 1024.21 1025.56 1024.81 1025.72 1025.22 1024.28 1024.48 N.T.S. 1025.48 A STORM DRAIN CONSTRUCTION NOTES 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD PLAN LA0. 300-2, WIDTH PER PLAN DETAIL ON SHEET 3 12 CONSTRUCT LOCAL DEPRESSION CASE "A" CB o LENGTH PER A.P.W.A. STD. PLAN NO. 313-1 A n C DETAIL ON SHEET 2 E � 13 CONSTRUCT MANHOLE PIPE TO PIPE (ONE OR N a_ STREET BOTH MAIN LINE ID'S 33" OR SMALLER) SID' Wo (ft) 0 PER A.P.W.A. STD. PLAN NO. 321-1 . . DETAIL ON SHEET 3 N 8 -SUPPLY AND INSTALL 18" RCP D -LOAD AS SHOWN ON PROFILE 15 SUPPLY AND INSTALL 24" RCP TC o TC D -LOAD AS SHOWN ON PROFILE TC O 16 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. FS FS STD. PLAN NO. 380-2 WILLOW AVE. N NORTH 7.0 DETAIL ON SHEET 2 1024.31 � 1024.22 1025.18 1024.43 r, 1024.85 1024.42 1024.49 1024.65 1025.11 A 2 WILLOW AVE. 31+11.20 SOUTH 21.0 1024.80 1024.30 LOCAL DEPRESSION DATA (POINT ELEVATIONS) PLAN PREPARED BY: CB 0I o0 Q0 � U , � 0 j X LENGTH A B C 2 E N 84'07'54" W G* UDDER SUPER OF / Z� N No. STREET STATION SID' Wo (ft) CASE TC FL TC FL TC FL TC FL FS FS FS FS 1 WILLOW AVE. 31+04.72 NORTH 7.0 1024.81 1024.31 1024.97 1024.22 1025.18 1024.43 1025.35 1024.85 1024.42 1024.49 1024.65 1025.11 A 2 WILLOW AVE. 31+11.20 SOUTH 21.0 1024.80 1024.30 1024.96 1024.21 1025.56 1024.81 1025.72 1025.22 1024.28 1024.48 1024.40 1025.48 A �l 3 wf-Nd�LL L.• IwA SUF-U MAIDOL-S AAD A5SOCIIAT11%, J1JG. i302 PrrrseURGH Ave., avo 230 RA06H 0 GUGAMOM" , CA 9L -73o PN ONE: (41061)491 -(63 ZZ REV. I REVISION DESCRIPTION t� lr0 FZD VIZAV�I l t�6 NOTE: ALL LOCAL DEPRESSION,. H=3.0 INCHES DATE I ENGR. I CITY I DATE .14-11 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LINE DATA PLAN PREPARED BY: N o. 0I o0 Q0 � U , � 0 j X LENGTH BEARING 1 17.55' N 13002'00" W 2 27.39' N 84'07'54" W N O OI 00 00 GRAPHIC SCALE 0 20 40 80 160 z Q (*) ASPHALT* ELEV; LIP=0.0" IN FEET CD 1 inch = 40 ft z LLJN U o QR�FRSSIONq� o .cod, F� c, CLI No. 024725 A, Exp -12-31-05 * s� 9� ISL P�-�Fp�� F C PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA 0I o0 Q0 � U , � 0 j X O _ ST ORM DRAIN IMPROVEMENT PLAN DRAWN BY: AMN � TRA 14244 LOW AVE D , T 1 AND 2 SCALE: As Noted 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 U) DATE: 05-27-2005 UDDER SUPER OF / Z� N P ROV fll/� DATE. DRAWING NO.: 3872 O N O OI 00 00 GRAPHIC SCALE 0 20 40 80 160 z Q (*) ASPHALT* ELEV; LIP=0.0" IN FEET CD 1 inch = 40 ft z LLJN U o QR�FRSSIONq� o .cod, F� c, CLI No. 024725 A, Exp -12-31-05 * s� 9� ISL P�-�Fp�� F C PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA 0I o0 Q0 � U , � 0 j X VAN DELL AICD ASSOCIATES. NC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS _ ST ORM DRAIN IMPROVEMENT PLAN DRAWN BY: AMN � TRA 14244 LOW AVE D , T 1 AND 2 SCALE: As Noted 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR DATE: 05-27-2005 UDDER SUPER OF / Z� CHECKED BY: DRG P ROV fll/� DATE. DRAWING NO.: 3872 7 % DONALD R. GORDON R.C.E. 24725 DATE _ R CARDO SANDOVAL CITY ENGINEER R.C.E. 51152