Loading...
HomeMy WebLinkAboutSWP2702149.920-7 EXCA VA TION, P-1 CHANNEL, -- - - -- --� - COMMON LIMITS 15 � / --� 24 q0 „ \ LJGt-!T, L005E RIPRAP ELE_V. 8.0 \ 12" o 5 7s, ! 4.S U —5 EXCA VA TION, P-1 CHANNEL, COMMON LIMITS DRAINILL EXCA VA TION AND EAR THEILL, \ PVC MEMBRANE, LIMITS NO TZ-: PLACE FIL TER FABR/C BETWEEN DRAINFILL AND EARTHFILL A T ALL POINTS OF CONTACT FIL TER FABRIC P VC MEMBRANE '\ (see sheet 16) I I I I I I 1 1 --65 —60 —55 —50 —45 —40 —J5 —.30 1 —25 LOW FLOW P-1 CHANNEL ` CHANNEL i APPROX. GROUND SURFACE - FICA VA TION, P-1 CHANNEL, COMMON LIMITS 12.0' 30.0' 29.5' 6.0' 6.0' 7.5' -_ 28.0' ROCK i 12"_ EROSION CONTROL BLANKET 0 o EXCA VA 770N AArD EARTHFLL, ------ — 6 " PVC MEMBRANE, LIMITS MIN ,- DRAINFIL L 3: 1 i S= 0.02 ft/ft I —20 — 75 10 —5 0 5 10 . 15 20 25 TYPICAL CROSS SECTION � STA. 677f 40 TO �' STA. 677f 97 61 20 15 i EXISTING RETAINING WALL DO NOT DISTURB 30 35 40 45 50 55 60 65 70 10 wol 20 -LOW FLOW- P— f 01�'ANNEL —20 CHANNEL ! 15—j 15 \ ' APPROX. GROUND SURFACE � EXCA VA TION, P-1; CHANNEL, ( �\ COMMON LIMITS I ' �------------__ 1O \�C STRUCTURE I 1O BACKFILL, LIMITS LIGHT, LOOSE R/P.RAP ?EXISTING RETAINING WALL _EXCA VA TION P-1 CHANNEL, I I DO NOT DISTURB i I STRUCTURE \ 12 0 " I COMMON LIMITS I EXCA VA RON, - l LIMI TS \ o 30.0 / 29.5 4.5' 7.5 ! _ 6.0' I 6.0' 7.5' 28.0' ROCK EROSION CONTROL BLANKET EXCA VA T/ON AND EARTHFILLf �_ O O —! / J P VC MEMBRANE, LIMI TS -- DRAINFILL FIL TER FABRIC ! DRAINFILL i STRUCTURE- EXCA VA T/ON PVC MEMBRANE MIN. I AND STRUCTURE BACKFILL �� (see sheet 16) L/M/TS �- S= 0. 02 ft/ft —5 i NO TE.- PLACE FIL TER FABRIC BETWEEN DRAINFILL AND EARTHFILL A T .I I ALL POINTS OF CONTACT —10 —70 —F -60 —55 —50 —45 —40 —35 —.30 —25 —20 —15 —70 —5 0 5 10 15 20 25 .30 .35 40 45 50 55 60 TYPICAL CROSS SECTION 24037 U STA. 6 77-1= 9 7 6.i TO STA. 678*30.37 I, t ea Exelrc.y iNlfl- .:i-wp-Z7sVO.0 r m 0 0 cy w a Lli Q Q Q Q 0 0 IQ 4 4I W Z z L U U Q uj T LLJ O U z W 0 �o w Q � � � o v � W w J ZrZ\� `V �4 v O W � O Q v � V � Q W Q 0 o� REVISION NO. RAWING NO. EESGR-3 SHEET 9_. OF ` 1