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HomeMy WebLinkAbout4645-2MAPLE AVE 1 _ - 21 0 2I3 1 12 10 1 _ 1209.34 . lop of Dike Elev. 1209.00 ( All around basin) N - Elev. 1205.00 Crest of Outlet Spillway V a . EXISTROCK BLArJKET SALVAGE & 45 L.F. 3611 X 2211 CMPA (14 GAGE) Q 10 =1 5CFS O..A4/ � � , -- REPLACE .. 60 L.F. 3b CvfP 12 GAGE ( s WATER LINE vE x.12 5 , o _. _ FL 60 a. ... � 0 L 1205 , o 4.26 . a e C 12.7./ ° _ 31. - 00STA. 17+76.65 _ I N SCALE 1=5 OPENING L,-110 _ L-3 1 -10ti. ��_ Elev. 1195.00 l . _ PLACC - -12„ .NOMI AL SI: . L ROCK FOR APRON 11 11 _ X _CI*�IPA 36"' CMP b 22 © 0 .. 8 ^ SLOPE PROTECTION - TO BE GROUTED SLOPE VARIES PLAN L N VIEW1100, y PIPEDROP INLET ti PER STATE STANDARD D75-5 (MODIFIED) 3 90_ CURB R URN DATA ' I'I, ° ► NOTE: 2611 R - 20.00- _ T= 1 I - Rrefabr i cated corrugated metal 20.03_ SECTION C C _ L = 31.44' 5/1 - , _ - manhy ole`ma be furnished in 'lieu of 11, one shown hereon.. L l I 5/8 D HOLES FOR sQ L1 ° 1 34 24 4,211 1/2 D BOLTS 24.25 Q _ 1 R .20.0..._. - SEE DETAIL A = 1 L 1 1 ADDITIONAL # I 2 01 o FROM 4 1209. b4 BARS TOTAL 6 .11 S� 12 3/4TEP #4 BAR �` 09.67 PLATE 2 1/2 .. 11x3/8''x!'-0" 1, A 6 \ g LELEVATIO N VIEW - OPENING ENING r- a . t CALK SEAL WITH SAND j I I; n I oo ., 1211CFASPHALT PLASTIC CEMENT STA. 17 72.65 FRA;E& COVE 1209.61 1STA.17+69.65 FIELD JOINT 1209.24 8IICF 209.28 (12 CF) 0.204. CONTINUOUS WEL - II 3 36"X22" G'�P ! 6 CMP 1 , (14 GAGE) i I (12 GAGE)- L. 1205. 0 i -17 , 21 I F - .00 12 1204.26 � L � v. STA. + 7C 1209.50 17 76.65. STA. 17 80.65 � -,CALK SEAL WITH SAND a < 6 a. � l E < � „ ASPHALT PLASTIC CEfJI NT _ .. 4 � > 1209.40 I <> 9 4211 CMP _ 6, LONG(12 GAGE))CLASS A CONCRETE FLOOR II 6 I_ 6011 0 11 ELEVATION VIEW CATCH. BASIN NOTES I _ _ PLAN VIEW1. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS A CONCRETE. i _ CATCH BASIN I WALLS 2. REINFORCING STEEL IN BALLS SHALL BE PLAN VIEW #4 BARS @ 1811 ± CENTERS PLACED 1 11211 STEP DETAI L CLEAR TO INSIDE OF BOX UNLESS OTHER- I WISE SHOM . BULB ANGLE PER COUNTY STD #206 B or C 3 PLACE A PLAIN ROUND STEEL PROTECTION I, OR ALHAMBRA FOUNDRY #A3911 11 r Ii it BAR 1 IN DIA. HORIZONTALLY ACROSS THE _. OR #A3904 E t1 OD WITH 1 HEX. W� - LENGTH OF THE OPENING. BAR H F 3/8 BENT THREAD R WEATHER I NG STEEL ASA, A58$ MAY SHALL BE r - I T AND 1-1/411 0. D. WASHER . NUBE USED IN LIEU OF GALVANIZING. E`JiBEDDED 5" AT -EACH -END. 'I ! - _ VARIES J_ „ z u 31-011 1_ 11 3 1/21 6 4. PLACE TWO CURB SUPPORT BARS AT b 0 ± O.C. CURB Or ENING DETA I L #4 @12 t _ 1209.34: � t � a _ _ „ _ _ I STD. N0. 206b ore r n ® UP _ _ 42 DIA. _,.. II. r � u� 1 4 CHECKER 'PLATE COVER ►, � _ : _I 5. CU'�d_SE�,T1041 SHf�LL ��ATCri ADJACENT ,,UR6, 1 O.D. SPR #ti3 �I ,GAGE � 0 #4 @ 4..FT .FT.-�- 1I I I _ �. _ ST W f TFi 13 16 HOLES - $- STAINLESS STEEL 2 FREE LEIJGT / _ H „ _ G 6. ALL EXPOSED .METAL PARTS SHALL BE GALVANIZED. (�I I i8 „ .•,� - 6SPRING CONSTANT OF 24 LBS/IN �I ..�---1 0/ SPRING TO HAVE FLAT GROUND -10/L 3IX2 1/2 X 3/8 12IiENDS. , I 11 - 2 , LOCK BAR 31 1 #4 @ 18 BUSHING 3/411 O, D. ' #4 BAR ------ 1205-30 /16 II ; . 1 - . li _6 i 1 2 1. D . 11 / X 1 1 /8 _ - T ,..... f B SECTION g BAP @ 18!1 LOCK BAR I 4 R 1 _ a : II ' 2 I, I 11,I b 6 , r - . I 3/81, RIVETS SPOT WELD OR { T, ACK WELD n 1 CJS 42 CSP SECT 10 N A A I _ DETAIL A 00 11 ` SCALE 1/2"= I , 0 W. 0. NO. 1 i FIELD BOOK REF. 528600SC COUNTY OF SAN BERNARDINO I - ` 0cn _ H 0 2758 -19-70pikEdS1O�S HAVE BEEN ALTERED 5�OSCALE I1-2AD DEPARTMENT MAPLE AVE. ROAD Na 15 ,. Z. DESIGNED BY APPROVED BY 5 2 8 6 00 S C DRAWN BY -i R.C3. - BONNIE AVE. TO _GRANADA AVE. _ LIMITS... W , ,^ N - _ • � AST. COMMISSIONER- i�. � - CHECKED BY _ ��Cu„ �U 90 89 s OF`OiUTANA AREA 1 RECOMMENDED BY, t - -�� ` MARK REVISIONS APPR DATE COUNTY ENGINEER �E SHEET .- I CHIEFESIGN ENGINEER CID L!' I _ r