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HomeMy WebLinkAboutTED4001791.6—Round Solid "Drain° Cover Marked Frame 8, Ladder Or Steps —, With Locking Bolts, Offset See Note 4. Unless Otherwise Approved % Frame d Grate Elevation By Engineer. Per Plans. Chain - 200 lb. Capacity - Overflow Elev. To Slack When Gate Is o Provide Detention Down. Fasten Chain To 8 Oil Separation, Frame Per Table Below 3 Standard Galvanized Steel Or Aluminum Ladder/ Steps. 1,{ Pipe Support Inlet Pipe Or _ — _ Outlet Pipe Pipes (See + (See Table) Table) Invert Elev. Per Table o L/d `'j — Invert Elev. CLEANOUT GATE ---- Per Table A. Shear Gate, Iron ` Body Bronze Mtd. p ---Orifice Plate Olympic Fdy. Std. Or B. Lift Gate, No. C/C/I N With LG, Cascade Culvert _ Orifice Cut In Inc., Or 6_.-. s;; - Plate, See Table C. Other Device Below REVISED TO CON Approved By Engineer TO FIELD RECOR NOTES DATE I. Pipe Sizes a Siopes, Per Plans 2. Outlet Capacity Not Less Than Combined Inlets APPROVED 3. Metal Parts : A. Corrosicn Resistant Or Galvanized B. If Galvanized Steel Pipe, Have Asphalt Treatment I. 4. Frame 8+ Ladder Or Steps Offset So A. Cleanout Gate Is Visible From Top. B. Climb down Space Is Clear Of Riser 8 Clean Out Gate. C. Frame Is Clear Of Curb. FLOW RESTRICTOR / OIL POLLUTION - CONTROL DEVICE Not To Scale See Table Below C.B. •�r� �' 0. PLAN VIEW C.B. No. a ' *4 sS/0NAV C.B. Inlet Pipe(s) Outlet Pipe Rim Overflow Orfice No. D10 ' Dia. Dia. Invert Elev. Elev. Dia. / 54" /5' , 36' A5 ' r * §� 23141 9./9 /6./7 /4.63 /6 54, /5 - /5" _ewzd /fit /sae= 211 f8�B�}39- 16--53 /�. -56 5411 /8, /5"/-'.-f7r/ !d.-N-t� /'/B " 29 9-69 /6.93 15./5 R 2%9'� Orfic'2 r or' 1 ,� Fa�i _" ,yP• PLAN VIEW C.B. No. 16 To /5'¢ 9V /halt, Clean Out Gale, < Cu/pert # C/C/I Grout Ty, /I9. 50 , I SCALE I" = 2' ( Typical For Catch Basin Plan Views On This Sheet ) PLAN VIEW C.B. No. 30 5' Sio'ewo/k 4 Mpx. Propc= ecT 16 ......... fi ......... ......... ......:...:...:...:...:...:...:...:...::...:...:......:...:...:...:...: IV .......... : ..... ......... ......... ......... ......... ......... mice ie C. B. PLAN VIEW C.B. No. 7 PLAN VIEW C.B. No. 24 ti• 14 I ::::::::: :::::::: ::::::::: ................................... �1 :...:...:......:...:...:.......................................................... I....................................... .................................... r e� :... .... ...... .. .... . . . . . . ....... I'. ..... ........ .... . . ..: . . . ... . . . . . . . . . .... . . . . . .. . ... . . . ......... . . .... . . : 2L:F., 36'¢ C./Y>/? @ 0.50% . . . . . . . . . . . . . . . . . . . . . . . . . . . 2L_F, 36'¢ CAI.P. r' �.�0.50/ li :. :::::::. ::::.:::: :.::::::: ::::::::: t 2 I ... :.................. CEMENT CONCRETE ...:... ...... ...:... CU RB Not To Scale ICI.. .... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... 10 II I : yip III T .r..... ......... ......... Gonnc�cf To Ex,'st i II . . . . . . . . . . . . . . . . . . . . . . . . . S.D. .YLH. //7L.F. , /5'ys, @ 0.59% : . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�"�; RemoveE/5' ¢II I� 4/ L. F� /5�@O. 7B%........... ......... ......... ._ 8 u:...:...:...:... .:...:..:...:....................................................................... .........i.................................................................... �:.. . . . . ................................................................................... C-OR lI : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . st. . . . ....... . ... . . . .. . . . ... . . .C.B�7,........ .................................:.......:...:...: :...:...:...:...:......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ta Grpd� As R�9d =/7/ =B./7, /5"5;6 C,IWI- . . . . . . . . . . . . . . : .. : /.E. = 9. * 36'96, . . . . . . . . . . . . . . . . . 7. 77 > 2/ ConC. ... ..: : : : : : : : : : : : : : : :.: : : : : : : : : : :. : : : : : :.: : ..: : :.: : : Seg, r; ra,(/ This Sheet ... . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- --- '• ............................................................................................._.. ............................................................................................................. ...............f........................ Rirrl=/6.S t. ......... ......... ......... ......... ......... ....... ......... ......... :,. .: / SECT ION A - A ......... ......... ..... .. . 4... ... ......... ......... I = 20 ' H o r i z . ........ ......... ......... ......... ......... ......... .... ..... ........ . See Dsta// This Sheaf. . . . . ... ........: SCALE I = 2 r Vert . : : ::::: : :..:::::: :.: : ::::. :::..:.:: ......... ::: :: : :.. : : :: : : :.: :: ::::: : : ` :::.. ...:.:..: ......... .:...: ......... ......... ......... ......... ......... ......... ......... ......... '7' c...: °...................................................................................................................... •b O Q n, ­j7//\\j//7\\\/7/\,o 777\771777777777 �- 2" Comet. Death C/aSs B Asphalt Concrete. /Llii2. Comaf Dec/h i Crushea Surfacing Top Course. Grate L 2%2" ,Lliz Cornet Depth Crushes' Surfacing Base course. TYP. PAVEMENT SECTION Not To Scale PLAN VIEW C.B. No. 29 NOTES / Cen ter L 11-)e Of 1,-,Iel Sh a/ 90 01.2 Radius Of /YOip r r Slo m D ain 2. The iL/i7. Opening /rnfo The Exisf Storm Drain Shall 8e Tho Ouls/oe Diameter OF The Con17ec11,-7g Pipe P/as / /17ch. R aslli, 17910 6 Slope Sidewalk To - 7 Matc h grade C,s Rubbe,- R/R Crossiny Top Of Roil (Typ. Both Sides) 5 Exist. R/R Ties y Ex. R/R Tracks Comroll Timber Screw CROSSING DETAI L SECTION B- B Not To Scale 1 Conc. Or Asphalt Sidewalk 1-Construction Joint (Typ.) a\�z t o 4 46"'0 Grout �Cryo. J N� PLAN VIEW C.B. No. 23 Exis/ Reri/ I f i 1 \ o� T/ e inf Bar Or I- Beam (Size Len h As Req.) ,m,ot Crusheo' Suri"dciny Base Course )epth As Reg o — Z " Compt lieoth AsPha/t Ccnc, Class B. S PLAIN OR REINFORCED EXIST. 30" 0 CONC. S.D. CONCRETE PIPE OR C.M.P. s 14 I ::::::::: :::::::: ::::::::: ................................... �1 :...:...:......:...:...:.......................................................... I....................................... .................................... r e� :... .... ...... .. .... . . . . . . ....... I'. ..... ........ .... . . ..: . . . ... . . . . . . . . . .... . . . . . .. . ... . . . ......... . . .... . . : 2L:F., 36'¢ C./Y>/? @ 0.50% . . . . . . . . . . . . . . . . . . . . . . . . . . . 2L_F, 36'¢ CAI.P. r' �.�0.50/ li :. :::::::. ::::.:::: :.::::::: ::::::::: t 2 I ... :.................. CEMENT CONCRETE ...:... ...... ...:... CU RB Not To Scale ICI.. .... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... 10 II I : yip III T .r..... ......... ......... Gonnc�cf To Ex,'st i II . . . . . . . . . . . . . . . . . . . . . . . . . S.D. .YLH. //7L.F. , /5'ys, @ 0.59% : . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�"�; RemoveE/5' ¢II I� 4/ L. F� /5�@O. 7B%........... ......... ......... ._ 8 u:...:...:...:... .:...:..:...:....................................................................... .........i.................................................................... �:.. . . . . ................................................................................... C-OR lI : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . st. . . . ....... . ... . . . .. . . . ... . . .C.B�7,........ .................................:.......:...:...: :...:...:...:...:......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ta Grpd� As R�9d =/7/ =B./7, /5"5;6 C,IWI- . . . . . . . . . . . . . . : .. : /.E. = 9. * 36'96, . . . . . . . . . . . . . . . . . 7. 77 > 2/ ConC. ... ..: : : : : : : : : : : : : : : :.: : : : : : : : : : :. : : : : : :.: : ..: : :.: : : Seg, r; ra,(/ This Sheet ... . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- --- '• ............................................................................................._.. ............................................................................................................. ...............f........................ Rirrl=/6.S t. ......... ......... ......... ......... ......... ....... ......... ......... :,. .: / SECT ION A - A ......... ......... ..... .. . 4... ... ......... ......... I = 20 ' H o r i z . ........ ......... ......... ......... ......... ......... .... ..... ........ . See Dsta// This Sheaf. . . . . ... ........: SCALE I = 2 r Vert . : : ::::: : :..:::::: :.: : ::::. :::..:.:: ......... ::: :: : :.. : : :: : : :.: :: ::::: : : ` :::.. ...:.:..: ......... .:...: ......... ......... ......... ......... ......... ......... ......... ......... '7' c...: °...................................................................................................................... •b O Q n, ­j7//\\j//7\\\/7/\,o 777\771777777777 �- 2" Comet. Death C/aSs B Asphalt Concrete. /Llii2. Comaf Dec/h i Crushea Surfacing Top Course. Grate L 2%2" ,Lliz Cornet Depth Crushes' Surfacing Base course. TYP. PAVEMENT SECTION Not To Scale PLAN VIEW C.B. No. 29 NOTES / Cen ter L 11-)e Of 1,-,Iel Sh a/ 90 01.2 Radius Of /YOip r r Slo m D ain 2. The iL/i7. Opening /rnfo The Exisf Storm Drain Shall 8e Tho Ouls/oe Diameter OF The Con17ec11,-7g Pipe P/as / /17ch. R aslli, 17910 6 Slope Sidewalk To - 7 Matc h grade C,s Rubbe,- R/R Crossiny Top Of Roil (Typ. Both Sides) 5 Exist. R/R Ties y Ex. R/R Tracks Comroll Timber Screw CROSSING DETAI L SECTION B- B Not To Scale 1 Conc. Or Asphalt Sidewalk 1-Construction Joint (Typ.) a\�z t o 4 46"'0 Grout �Cryo. J N� PLAN VIEW C.B. No. 23 Exis/ Reri/ I f i 1 \ o� T/ e inf Bar Or I- Beam (Size Len h As Req.) ,m,ot Crusheo' Suri"dciny Base Course )epth As Reg o — Z " Compt lieoth AsPha/t Ccnc, Class B. S PLAIN OR REINFORCED EXIST. 30" 0 CONC. S.D. CONCRETE PIPE OR C.M.P. s _l� �la 0 4 �` 45+ I BEDDING OF INLET PIPE I I _ ¢,` •. BURN OR CUT BACKFILL WITH 1:3,5 MIX yqr _, " PIPE TO SURFACE q :. CONCRETE OR COMPACT SOIL "; �::.; s -. OF CONCRETE. ROUND EDGES OF TO RELATIVE DENSITY CONCRETE PIPE REQUIRED BY SPECIFICATIONS. ,.�.;•,.,, OR R.C.P. dY *•. �: ice»'' '43' i 0 10 C h UNDISTURBED EARTH SECTION B-8 ° o U c o �h .0 � 1:2 MIX MORTAR 0• N, n A -'1.0 D<<: - I MIN. BEARING \ ►`J SURFACE E ALS PEO.H ( A 'O BEDDING, �4 SECTION C-C SECTION A -A FIELD TAP DETAIL Not To Scale dim q"M • REVISIONS NO.1 DESCRIPTION/DATE I BY r y a C O m v� z �n a o aCID 1 C w 'a SCANNE O MAR 2 8 2003