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HomeMy WebLinkAboutzS-3494Seto e W o i N w N v lot f ��w�� Grn + R_O_W 1 CB ?y r TE= 424.07 N O N IE= 420.27(E) fE= 420.32(W) (N- 0] x`O M J g ry, ---- g„ Q. _z 0-w CA +0 UJ = 1 -- O EXISTING 5' SIDEWALK = Q _ PID: 1023059382 1 SSMH 28 WEDGEWOOD LANE: 13 +23 1 E1/2 ,SEC, 10 T. 23 N, R. 5 E, W.M. STA 13 +23, 5'RT ON f 7 1 BRETZKE R PID: 1023059370 S=34940 PRO�ECr� 53275 / OGERS: 6+62.24 i RIM =424.3 I IE -411.5 EW IE IN: 411.60 Lo o On O" 66 bti a/ERIFY XS 1 10 qQ CON RUCTION) N I STD \•M`�jH 4 - a- 12+3, b'L ASPHAL T, ROAD o\ \ Oo-� \ I j • 2 p`� I I O" r b v b ® o6GUY Ea-- ^' i p [�{ Q SStv1M#1(SEE<°. NOTE 3) 5 - onP C ° M �-- M N 101 St 1 ,� w o x ., °i I / 4XST _�t^�t�RE �j PVBLIC4POADWA " M ` o - M °TE= 437.0yN b�0 ( 0 ' a b o" -one 00_ b� \\ 1�$LF 8 "PVC 111.12% I IF42 5V(w W \ O W( m b \us �\ \\ b _ -470 - - 8` w 588'16 70'E 66 .91' LC'D W W \ 4 - - -470- - - - \ ss - 6 +L90a - .. ot= 42�.60(INJ �N : o w - - - - St00 1 \�i \\ \ b t h " w A. w e W r C1C - o h Q b 2F0p "o + oGAnON OF F ra Tai, br ow __ EWER LINE 170,07' CALC'D --r ss e g•• - g„ -. SS I�j:E „�• SS SS Be-' -- i n W�.B4 "_"ry,)e I > \ .°_ ° .. \ ... .48 ° bOy of 6 ^� SOG" OF A PHALr \ e N 58876'ix0'E 33L•6' \ \. \..- >r� e .I / ,b�' e% r', F L n A b60 r SITE BENCH MARK: op) b0 C W uj �R -O -W i o 9; 415 1 W 7� - ° _� _ \ \ s = . , \ ° D 'L \ - x - : CATCH BASIN 0 uj - ELEV. 415.3' \ \ �. �1� cg \ \ \' \ \ \ \ ° '� .. o �/ �4\ \ \ y \-- _ o \ o-0 \ °i `I' b RIM ELEV = 469.24' .y O V) ELEV. 415 'ov WLBS \ 1 m \ \ s pF,b \ _ \\ \\ \ .:���\ -O -W $ \ 0�x 4, -O tt ELc'V 476.0' ELEV 41„ 2' \ \36' \ \ \ \t° N Q\ \ �' u 70.00x` _ S88Y610 "E 700.04' I 0. I > \ \ EXST\ \ \ ° a \ ° 'n \ ` \\ \ \ \70.00xti\ \ \ a" b x e S88'i6Y0 "E 70.03' Df VVL3 \ \ \ \ o ¢ -, R -o -w LLI \ LOT A \ \ \ oP oF` ORE Q �N °s, \ \ \ E \ o \ 1 S &° b e a \ N NQT I 0 UNDE OUND\ °s I - - _ _ I I \ 450 N SH 6PLA`T o StiLQ / \ \\ \\ b \ \\ ALL QRIAL 7 \\ 6 \\ 3 %f1x TYP (_ "66s' - - -boo 468 Z no o` NOT ov v v v v vv v A v vv \V ( �. m o, v v b I I v SVC' Q � EXST FH � vVLB6 ,1 1 \ \ \ \ \ \ ^" T b SHORT, LAj\ 4 u� \ �\ � \ \ \,� \ \ I F.F. ELEV. K' q b \GONG boo 1 boox I- LL LJ J O J LLJ CD LLJ Z J Q LLI m ELEV 41 0 °u2 ` #�. 4G\ \ \.4 �6 \429 - \ so `L \ 467.6 - MO\II�EWAY- \ I ( - CG °BUFE� GARAGE G AGE upL \ 36� 891 SO.F,. _ \ �•+ l \ \ v \ \ xR' I TOE OF SLOPE p y S�, F \ c° 1 Sh \ x� \ a, 0 H M M m I { � \ \ b O\ s R N( r � -� a of � I � \ \PUE�RAGTN\ � \ \ LF a' b \ � F g" s V A F 424 ( \ ( �' ®�ES% \ .\`V 1 rol v ETZKE \\ Cr-- �- - s° - w Tjt- v ��v I o v $I$ 1 �s b� v -I L T 2 _ b o x- R Z WLB6 k °° ' - _°I ELEV 475,8 m \ o\ \ \ I� V ; Js� \ \FF =434 �.1� I n \\ \b \\ #`sue ° So \ \ \\ \\ 1 �,� 1 I LLJ s W 7 +50 PB7 y� V A b v v r v FF =4�6 vb n I i o H g o a � O LU Z u- Cn OR w °- 0 w tv W Y V m Z a w O 00 3 �z I--- w v� 0 a R 44 Y� O w M N u U O N i w O Z smi 430 420 410 410 El /2, SEC. 10, T. 23 NA, R. 5 E4, W.M. 1 +00 2 +00 3 +00 4 +00 SANITARY SEWER PROFILE 1 " =20'(HOR1 1 " =10'(VER ) MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS — 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, MAX. PIPE SIZE — 'E' LADDER —STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES 'A' 1 'B' 1 'C' b' 'E' 48" MH 1 48" 1 6" MIN. I S -MIN I 24" MIN. I 1 21" I.D. 54" MH I 54" 1 8" MIN, 5.5" MIN. 1 24" MIN, 1 24" LD. 60" MH 1 60" 1 8" MIN. 1 6" MIN, 1 42" MIN, 1 30" I.D. NOTES T. STEPS TO Be 3/4- a DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. FRAME A:6 UI 448 9, S? 2. STEPS ARE TO BE IN FLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3 CASTING TO BE PER DRAWING BRSA. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE S ALL .KSNTS SHALL BE GROQUO. G. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELNG, OOAT (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROYHO EQUALL; COLOR OF COATING SHML BE WHITE, 7. RUBBER GASKETED JOINTS SHALL BE IN MFORMANCE WRK ASRA C -4U, B CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY 1111ANKOLE B. CONNEDSONS TO MANHOLE SHALL BE MADE USING GPH ADAPTOR, KOR -N -SEAL SOOTS OR i APPROVED EQUAL. TYPICAL DETAIL 10, MANHVYl5 EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 80' DIAMETER `Lu AND HAVE A "StPUTRACK' CLIMBING AND FALL PROTECTION SYSBBM INSTALLED. ADOPTED - Com OF RENTON •� RO PIARB 1.S[ DeII: 04 /04 TAT M 0 7 as of = AG OWO. R SIO PPR ` NAME B071 SG NOTES STEPS TD 3E S /4" � DEFD?MEU BAR CALANILEO SAFETY STEPS OR EQUAL. 2. STEP'S ARE TO BE IN PLACE BEFORE MANHOLE SECTMNS .A?E INSTALLED . P.,ASTIVG TO BEER DRA*ING BR29. 1, r,,ANHOLE SEOTICTNS ID RE OF REWF: RCED PRECAST :ON;RETE OPENING SHOULD RE ^V -,0*N STREAM SIDE. ALL JOKIS SHALL HE G,-,MTE6. r: A %ITARY SEWER MANHOLES SHALL HAVE ALL INTEHO -: SUHFACES, Iivc4.,GIND CRANNEIIN'C„ COATED ($EALE; AITH A HIGH `DUDS URETHANE COA7IN0: WASSER NIC- 4R05HIEL) TAR APPR09E,., EOGAL; COLOR OF COATING SHALL RE WHITE, S. RUF ER cA IKETED XNT<_ SHALL E IN CONF hM NCE ITH A 4M C -145. v. CH 14NEL HEIGHT HALL HE A IIJNWa;V. OF TM THE INSI E DIAMETER CF THE LA-( EST PIPE 10. CGNNECTIONS TO MANHOLE SHALL BE MADE ..;:INC, GVI< -,Al TCH. KOH -N -SEAL BOOT_ OR A?PROVED E--JAL. MK[TtRY SHALLOW MANHOLE TYPE B p ADOPTED A® CStV UH R @i0N LSI DRIB B F4M 4 � eilW D L. M1AI IE u? +, =AGE 5+00 as, I 450 1 . ME 430 420 410 m N w� O 4 C Z� woo. cr° O 4 r� >r m m 00 ce Ill V s � 3�N W W T >h W O 0 N N �M61vv S= 349402 Gn SHEET; OF: ^ c.b7f ag9'foa. y 1 1' 24'. E'" 1 PER - RAV.TNG FRAME A:6 UI 448 9, S? PACE 5974. 9" MIN TD _. 12° MAX. i `Lu - m ie n Y I" 54" __ - __. - .. i NOTES STEPS TD 3E S /4" � DEFD?MEU BAR CALANILEO SAFETY STEPS OR EQUAL. 2. STEP'S ARE TO BE IN PLACE BEFORE MANHOLE SECTMNS .A?E INSTALLED . P.,ASTIVG TO BEER DRA*ING BR29. 1, r,,ANHOLE SEOTICTNS ID RE OF REWF: RCED PRECAST :ON;RETE OPENING SHOULD RE ^V -,0*N STREAM SIDE. ALL JOKIS SHALL HE G,-,MTE6. r: A %ITARY SEWER MANHOLES SHALL HAVE ALL INTEHO -: SUHFACES, Iivc4.,GIND CRANNEIIN'C„ COATED ($EALE; AITH A HIGH `DUDS URETHANE COA7IN0: WASSER NIC- 4R05HIEL) TAR APPR09E,., EOGAL; COLOR OF COATING SHALL RE WHITE, S. RUF ER cA IKETED XNT<_ SHALL E IN CONF hM NCE ITH A 4M C -145. v. CH 14NEL HEIGHT HALL HE A IIJNWa;V. OF TM THE INSI E DIAMETER CF THE LA-( EST PIPE 10. CGNNECTIONS TO MANHOLE SHALL BE MADE ..;:INC, GVI< -,Al TCH. KOH -N -SEAL BOOT_ OR A?PROVED E--JAL. MK[TtRY SHALLOW MANHOLE TYPE B p ADOPTED A® CStV UH R @i0N LSI DRIB B F4M 4 � eilW D L. M1AI IE u? +, =AGE 5+00 as, I 450 1 . ME 430 420 410 m N w� O 4 C Z� woo. cr° O 4 r� >r m m 00 ce Ill V s � 3�N W W T >h W O 0 N N �M61vv S= 349402 Gn SHEET; OF: ^ c.b7f ag9'foa. y 1 1'