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HomeMy WebLinkAboutD-295913csO f w z m Q 0 m 0 v 0 N N 0 1- a J O 1t)(+eSl. CB 16, C8 -8 (4fi DIA.) ' RIM 23.14 •w 9& of STORM DRAINAGE NOTES EXIST. EXIST. Lo E 54" CONC iE 13.44 0) EXIST, C8, TYPE I SSMI! 5319 -4 wTR MH (48' W so" conic IE 13.44 Dla') Ql CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA CV RIM 2CON RIM 23.46 R!M 23.96' 3.96 INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY 1 NE 6" CONC IE 17.69 E 6" CONC IE 19.57 N 8" IE 19.4 SIGN ER SOLUTIONS N 12" DI IE 19.46 SE 6" CONC IE 19.67 S 8" IE 19.9 NW 6' CONC IE 18.84 INC. S 12" DI IE 19.46 SEWER MANHOLE. N I; NW 8" CONC iE 18.84 1 I'I SW 6" CONC IE 19.82 W 6" DI IE 19.36 Q" II S 21 " CONC IE 13.44 $ w 7TH STREET VALVE 21_'26 _ 0 EXISTING STORM PIPE OR CATCH 1't SHERRY 12' • • , W j- -x.x - BASIN DURING CONSTRUCTION � TOP - - - _ --- - - -- - 03 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN P TMAH x,- _ _ -- - PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM MAP24" MAPLE 24 FO Z[ +�. MAC t6'F/ r ,� MA �;._�I i �� f0_ -_ rl✓� 1 a t r 1 H 2'F 'ors. G ;: �, } ,4 qr < O FO -MH O FO -MN O iw FO -MIL O F PIPE -TO -CB CONNECTION TOORE REDUCE HORIZONTAL PIPE _- _2 "G @_ -__- MOVEMENT FOR PVC AND D.I. PIPES. 60" CO. SD i f� 4 -- PERMANENT CONCRETE PLUG IN O 'N EX. 54" CONC SD ��� � h -*-T 1 2,. w; O EXISTING STORM DRAIN PIPE. P 41� 57 j s , ► so' NO, sD so• CONC SO 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE 0 +00 _ _ I 1 +00 ` �- "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE ' - VERTICAL SEPARATION IS LESS THAN 6" MON. PT. 3'p LILT No. 1 @2+00 $� DETAILS ON 5 3 +00 ! ©CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM 2" cl w `�' NO.10 I N 5 g DRAIN PIPE OR SANITARY SEWER. '`� - -; _ 12 p SHEET 26. TYP. N + ---� I 'i ._.. _ 12 �I 1N Mi O w MAINTAIN 1, _,T- _ SEPARATION BETWEEN EWEENCATCH BASIN INANDMGAS HORIZONTAL CONTRACTOR < till R w _' " Z "' ` _ IDENTIFY ANY P BIRCH 13'( )b- ; _ 0. ,E '`/r;,� X 15 -- r , t - �� SEPARATION LESS THAN 8 FOR REVIEW BY CITY. ®CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND SOIL BORING TEST I S�, \PIT (2003 HWA) BH -1 ;� T `' -.: N 1 �? I N • 4 I - CONNECT NEW STORM DRAIN. f i i I j 12. TTYYP. 1 LE " 1 09 CONTRACTOR SHALL DRILL 1 " HOLES AT 2" SPACING TO PROVIDE �i L� j ,, t ! MAPLE o EXIST. AREA INLET •' EXIST. ARE . �� MAPL( -'s KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE RIM 22.6.3 LY o; j \ z , s" CONC IF 21.43 3 U ( P;,� 22.a WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. NW 6" CONIC IE 21.58 8 . A NG S'TA'LLS SEE CROSS " I I j SEE CROSS SECTION 2 O CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL J / t3 SEPARATION BETWEEN CATCH BASIN AND WATER LINE. EXIST. AREA INLET i j I ! �- FXST. AREA INLET �(c P', Iv 22.73 ' I ( I Z! �1 22.87 41 +++���C t3 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" E 6" CONIC IE 20.93 ( ! j 1^' 6" CONIC IE 20.9; / FOR REVIEW BY CITY. •, ! I 'MAPLE \ O1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM �8 PARKING STALLS PIPE PRIOR TO INSTALLATION OF CATCH BASIN. t Z Q CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. r. r ................... ............................... ............... ............... ............... ............... ............... ............... ............... ............... .... .. '�' ''' ;�. •..., ...,,., • „•,,, ,,,,,,, ,,,,,,• ®CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE ::::::: ......: ......: ......: ......: ......: ......: .Err,. ....... ....... ......r ....... ......r ......: ......: ......: :. , . , • . .... ..... I . ....... ....... ....... ... I ... ....... ....... ....... ....... ....... 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VASMIIGTM 9M qW EM-ft" elp QI C1 1 z Z z W 0) v Z Z U U U Z VZ S ooZZZp -HUUOOOU •4p �.� N (o w cow m s _jdalo 0000 3 W�M�aoaon �f F w W W W W W W NO. ' W cx J NI 0 3 u- W �W UUaS fdl O)� Z z W O N x OUO.Yoo ZiIUUU(�VI -a J O O v 0 cV Z. C4 Z' NaIN 40mv)wuj5w +` x +�dl d T. N5 �w- ��3 "i 'i ztg7 w-W W W. U3 REVISION ROLL 2 0-42 W J z InYI Z J a y JLAJ 0 U U O �. . � 04 pr), Np� .JN IR Zif W(4fV N VIV3 KW W � N smellrloi S.T. `G 0 A O n eaRl/mt M.W. J.N. M.W BY DATE APPR Q o A SW 7TH i ST. SHEET 1 I 15 6 r 7 j$ C'9 10 11 j 12 q SHEET LAYOUT zV) Z J AS SW As ovior PeR G.ovInhcroiec owrnon iI e- RECOMMIThWED FOR •By Date Datet Date A on! A CI I I OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 2' REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. N` NOM DATUM mmusm Planning /Building /Public Works Dept. 9W "0°°'6""1 PLAN AND PROFILE STA, 0+00 TO 3+40 NM SCANnEo MAY 0 12006 '4a "� 2 9S 9i3 FR1129 L9 r 4 ­27 1 4 J 0 o� � 1 A ro 'z N N N 0 1 � N `G 0 A O n 4