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HomeMy WebLinkAboutS-279904ti � l �' U � �I N µ,� Mi N� .] a � �; o w� z�o C `i C�c i Nam a �Q� a W� g J KN a f� o k� �� �� O � � �� � w Z J � (,�i � (/1 _I L7 Y Lr- � QO � � � � � � �C I- d Q � 1.� 4 z � � z ?- can o � Q° � � d � W � � (� � I W � cn w � O � >- z o� � Z w Q Qa � w w Z Q n 5 � IV Q W a° v o o; Z ` :c OH 3a �z � - Zi t,i � W Q o. � � �o a€ .� d ��_ CN �i �o� a� '$� �� a D _° ��� ��� NOTES: 7z' (tYP) '(� \I n/ 4 � � � � � � T ��l P 2 3 N R G E 4 E UV M 1. STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE ' `I � L 6 , � , ° , � STEPS OR EQUAL. WITH ASTM C -443. RUBBER GASKETED JOINTS �4324016� 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. STEPS - 3/4" DEFORMED BAR IE= 9.St(AB) APPROXIMATE 3/4" SQUARES SPACED - 3/4" 3. CASTING TO BE PER DRAWING BR29. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK OR APPROVED EQUAL. STAINLESS STEEL AS INGlCATED - HT. 1/8" 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. � _ w _— .__ -�-__- - III op I ¢ 2_ � 5. ALL JOINTS SHALL BE GROUTED. TO ACCEPT NEW INSIDE DROP Q _ 11 � j_- � - � _ __ _ � � ❑ X1/2" 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) oZ y� -. N-. �i �o � � -. - - ____ - -__ _ -- ❑ � � C ❑ —r 12••6 WITH A HIGH SOLIDS URETHANE COATING; rn p 41 U ® W N II I, ® ❑ ❑ 1•• WASSER MC- CONSEAL OR APPROVED EQUAL; ro� OI II � CITY OF RENTON SSMH VERIFY 0 FIBER COLOR OF COATING SHALL BE WHITE. � DATUM ELEVATIONS PRIOR TO CONSTRUCTION PACKit I � 2 I EXIST. TOP ELEV. =13.91 RAISE -1 /2" WIDE BORDER b 0 N MORT? FILLET MANHOLE FRAME AND COVER 7z' (tYP) SEE DRAWING BR29 LADDER -STD. ALUMINUM ADJUSTMENT (4" MIN.) _ � _ 1 CONE ' 15 "6 SSMH CONCRETE SHELF 3/B" BOLT RUBBER GASKETED JOINTS �4324016� IN ACCORDANCE WITIi ASTM C -443 CONNECT AT - 4" MIN. I STEPS - 3/4" DEFORMED BAR IE= 9.St(AB) APPROXIMATE STRAPPING APPARATUS PRECAST BASE SECTION STEPS SHALL BE INCLUDED NEW 8" PVC PIPE CONCRETE RISER BY PIPE INC., EXISTING LADDER OR APPROVED EQUAL. STAINLESS STEEL U_ a ANCHOR BOLT, TYP.� \ � RECHANNEL EXISTING MH MAX. PIPE SIZE - 21" I.D. 7z' (tYP) LADDER -STD. ALUMINUM � 75 � _ 1 OR GALVANIZED STEEL ' 15 EX. IE IN (E) 212 CONCRETE SHELF 3/B" BOLT A8) GALVANIZE ENTIRE I -_ STRAPPING APPARATUS PRECAST BASE SECTION � � EX IE IN (S) 2.02 (12 °) OR CAST IN SHELF. NOTE: U_ a t III RECHANNEL EXISTING MH � _ w _— .__ -�-__- - III op I ¢ 2_ T - � _ i D O x z I TO ACCEPT NEW INSIDE DROP Q _ 11 � j_- � - � _ __ _ I �1 � o Nlln. �Irr/ SANITARY MANHOLE TYPICAL DETAIL EXISTING SSMH X4324016 � Y ADOPTED SANITARY MANHOLE INTERNAL SANITARY MANHOLE TYPICAL DETAIL G CITY OF RENTON DROP CONNECTION • I� . NOT TO SCALE .p 3CAn1)ARD FtaNs Ni Isr DATE: 12 /as NOT TO SCALE /0 17 a EDITED lE%f DCV AD J /B/9! ADDED NOTE, EDIT TEXT OCY AG DATE REVISION BY APPR DWG. NAME: BR28 SP PAGE: 8071 2.5 0 RT 25APHI5 SCALE 10 e 11�m FT4�� tiNCH SET. I�I�JII J'YIL HORZ. GRAPHIC SCALE 25 Q "� -�0� 700 O 0 2 1= W W iY Z i ¢ Nom¢ � m m to -. 42i D O V m000 2 vjZ ¢¢ •- O •- rn� Y�C2o Q s��0^ 9 Q�.N00 O� n] OUQ � W �� 4xl II � O Z O 7� W=W � �3Z! -� C`-j� � O! � W4 ON�tW -� 0..� ZO ^� _ :::111111---- ,{'d.,U� QQOpt�jO M N "f ��p �� OW I¢ --Ox� vUj l¢ -II y��i11111 �ti�ll --- •1111¢2 3p�il� ¢g�jl� ¢ IaIIW � ©a6 NN 01��`! D_ U NtnW of no:WWW y (0�4141itL C12! -W � -W � OW1W W•- O�a 2 �- _.__.- - - - -� PROPOSED FINISH I - -- _ _._�- � - -- ------ -- - -..._. -_.__ _ -_ -I d� o �\ � II � 75 � _ 1 _ 6.4' A8] � _ t - - - -- - - -- — SST'ys3 -x�- ' 15 � m \\ I I I I I A8) J/ I -_ I IU I I I ,4 ! I n nn u U_ a t III -� II I � _ w _— .__ -�-__- - III op I ¢ 2_ T - � _ i D O x z I I I I_ _ j-_ -� __ _- � Q _ 11 � j_- � - � _ __ _ " rill aD w .� I�L+i oZ y� -. N-. �i �o � � -. - - ____ - -__ _ -- o0 - -___ 5 Z W �_ Z W U rn p 41 U ® W N II I, ® 'I � �� I � � I I ¢� aD _ - ro� OI II � &Q +¢J m _._.. O � IQX �� o I 2� cn _. ¢ to �� N__ —..__ - - _ ..__. -_ - -_ _._ QD; -__. _ - -_: � DATUM E'EV_ I � 2 I N cn ry v> w I � O 0.0 I I o u � Y i I a w � I NOTE: CONTRACTOR TO FIELD VERIFY LOCATION/ ELEVATIONS OF EXISTING SANITARY SEWER AND PROPOSED CONNEC110N5 PRIOR TO CONSIRUCT101V. NOTE: 0 +00 1 +00 2 +00 3 +00 4 +00 RECHANNEL EXISTING MH TO ACCEPT NEW INSIDE DROP SANITARY SEWER PROFILE �1. A z WM�p� ?•I -t %� SCALE AS NOTED ABOVE DOLL # 167 2 C O O W .-` x O ¢ � ¢¢� x m ¢ 0 0 0 O � W Cf h h h n 0] � �QOC)O OjW¢ W ¢j .-m0 ��W2iiT 3W¢DND 2 >p ¢�� O��0�0� m�o:0 O IWi� O�?o 1ci O ='� d- x ti� II II II E//1ha !I W tnQ ¢a yrWWW 1n2?�WVwI O� y�WW 20 _ - - -- I I -.. _...__. - __ 1- -�-- - i I 15 -- -- - - I d I - ?-6 PB -- - - �' 5�6� - >�2 v_ °� , 5'— — -- -- �-- - - ---- - -- ._.� DATUM ELEV ' 0.0 0 +00 1 +00 SANITARY SEWER PROFILE �2 SCALE AS NOTED ABOVE fiW 45' (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 3/4., F� III PLUG TO BE SEALED -�-�IN SAME MANNER AS 15•• - -- MAIN SEWER JOINTS. .: ' - - 6 INCH OR 8 INCH CLEAN -OUT CAST IRON RING AND COVER �t Y p ADOPTED NaTi~ CITY OF RENTON IN UNIMPROVED AREAS POUR 1' -0" THICK � �� srANDARD FIaNs 2' -0° SQUARE CONCRETE, CLASS 3000, PAD AROUND Ni 1ST DATE: 12/96 RING AND COVER. to/n /es Aaaea "•tea Dcv Ac IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING DATE REVISION BY APPR'D DWG. NAME: BW1SB SP PAGE: BO i6 . AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. BE-� - 4.50' - � 4.50' t 225' 0 -r — 1.so'— —1so'— 1' T� � 1.50' 1.50' l______ __-� PLAN -BASE g� mAFFTC RATED PLAN -COVER PLAlE2COVER OND PLATE INSPECTION COVERS bC � TRAFFlC RATED ������� INSPECTION COVERS OIL/WAIER SEPERA710N 0.75' — � CHAMBER �--� INLET �_ OIL RETAINER W7LET I BAFFLE 8" 0 HOLE (TYP. EA. ENO) FOR FLOW DIFFUSER � INLET /OUTLET - BAFFLE 4.50' 4.19' INSPECTION do 3.44' BALFFLESZ& WE EL PLATE SAMPLING lif (BY OTHERS) GRIT /SLUDGE RETAINING N1ER �� O WEE CfA - - - -- TCy�F• per- ±• A`' N ° - 0.34' . - 33190 1 44' °1 31 1.00' ° I TONAL 3.00' � owIRFS OS-07- 4.50' SECl10N B -B i3 � 2� SECTION A -A American Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. OIL /WATER SEPARATOR DETAIL Corporation Redmond, WA 98052 UTILITY VAULT 660 -SA FOR EOIJAL� 'i _ - _ NOT TO SCALE PHONE (425) 881 -7430 Fox (425) 881 -7731 ��"� � S - ' 7�9 o S< .ANNED OC? 4 2000