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HomeMy WebLinkAbout6.9-200I (o 0 VICINITY MAP SCALE: NTS DETAIL "A" NOT TO SCALE W I H I D I GUTTER FL PIPE INLET PIPE OUTLET 4" a 8'-0" 1 387.97 375.02 380.10 #4'S 6A — 54" R.C.P. PLAN SCALE: 1" = 2' — #8.5 KERN RIVER FOUNDRY STANDARD TOP OF BOX TO BE 24" MACHINE MANHOLE FRAME & SET AT FINISH GRADE COVER OR EQUAL. SET TO GRADE AS DIRECTED BY THE AS DIRECTED BY THE ENGINEER. ENGINEER LIP OF GUTTER NORMAL FL x 00 A d• 3/4" 0 GALVANIZED STEP BARS d 4" ..� d d d d 4 . , d . • Y d 8"' ` 8" D SECTION A -A SCALE: 1" = 2' REINFORCING - SEE DETAIL "A" FOR REINFORCING AROUND PIPE AND MANHOLE. ALL REINFORCING TO BE $4 BARS ON 12" CENTERS, 1-1/2" CL. INSIDE FACE UNLESS OTHERWISE NOTED. QQBLaTE - ALL CONCRETE TO BE CLASS "A" (6 SACKS PER CUBIC YARD.) 51H - 3/4" PLAIN ROUND GALVANIZED STEEL STEPS (17" APART) REQUIRED WHEN A' "H" EXCEEDS 5'. STEPS SHALL BE ANCHORED NOT LESS THAN 4" IN WALL OF INLET BOX. 6 x #4'S (TYP) --.� EXISTING CATCH BAS I N/ JUNCTION BOX LIP OF GUTTER NORMAL FL a– – 4 d SAWCUT 9" BELOW RIM �n I-- – a a _ _ _ _ — — ,—�"sa+'""'°` "r°I+.rd i ,ted► LQ� d I a� I .( — — r — ...,.,�•— SAWCUT AROUND BOX CONNECTING 8 9" CUT TQ 16.25" CUT e e a d a ° e ° ad d d a a d a d d 0 a 4 d a a a d 4 a d e c a a d ° e d e d d a d a d 8 4 e d a d d a �d 4 e d d x �� � �.�� OD a a d All d a. 8 8" I SECTION B -B' SCALE: 1" = 1' DEMOLISH JUNCTION BOX LID O�On000�0 SOUTH BAY FOUNDRY (SBF 1270) 23-1/2- MANHOLE FRAME & COVER OR EQUAL. SET TO GRADE AS DIRECTED BY THE ENGINEER. DOWEL AND EPDXY #4 REBAR 6" INTO EXISTING VERTICAL WALLS (HILTI HT100 EPDXY) SAWCUT 16.25" BELOW RIM SPECIAL INSPECTION REQUIRED BY ENGINEER OF RECORD Wo a 54" R.C.P. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED ALL GALVANIZING DAMAGED BY WELDING SHALL RECEIVE TWO COATS OF ALUMINUM PAINT #4'S (T1 P) 54" R.C.P. SEE STREET IMPROVEMENT PLANS FOR 1801 BRUNDAGE LANE SE COR OF COTTONWOOD ROAD INTERSECTION, SIGNED 12/2/13 AND APPROVED 1/13/14. CATCH BASIN LOCATED AT COTTONWOOD ROAD STA: 4+94.62 C.L. 42' RT PER SHEET 3, DETAIL C. PLAN SCALE: 1" = 1' TOP OF BOX TO BE SET AT FINISH GRADE AS DIRECTED BY THE ENGINEER a 4 ed e a d a 4 e 1. d d , ad ad da x rn o t. x co "'IT.4_ CD c4 I a d d 2 4" a f 4 z U I ° x i t4 i a - i UL NQ i ._°.�� _. , ;,. U) x Q I s N J / �Ua i W Opcc I Z W z rIN,I to O Mcr e ~ W Z a = o 00)W a 0 id ci4d I I I d 14 T — �� d 4 v a deli c a d id =AM -`r =ON a �� rJ 4 d i oD dd -- _—et�_ __ —� s �--_ � 4 -------------__-- SECTION B -B' SCALE: 1 " = 1' 5EB3' #4X36" BARS - 6" INTO EXISTING, BEND INTO NEW SLAB DOWEL AND EPDXY REBAR 6" INTO EXISTING VERTICAL WALLS (HILTI HT100 EPDXY) SPECIAL INSPECTION REQUIRED BY ENGINEER OF RECORD 6, o O CITY RECORDS NO. i._ CD c4 Qo a W 4 z ' a - UL ._°.�� _. , ;,. U) U / �Ua W Opcc W Z W z to O Mcr e ~ W Z Z = o 00)W NO. DATE �_;w z Qo a 4 z O UL ® U U oma: W Opcc W Z W z to O 0° e ~ W Z Z = o 00)W 0 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. PRINTED: 1/5/2017 `7 Art 41 T" AW 7,_ - 3. 47 t WNW 4t Art AW Cou 3. 47 AW Cou 3. 74t. 4t