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HomeMy WebLinkAboutzS-0236Set.- = – Ito 1 C" i_jI i I Ar 'M J_ Ar 'IL AF -NOm 1 \ I I 'a AF I r*6 I A PA mRmm'h'mtk 4 SHATTUCK CT. S. -SEWER �\ 10 i - -- r - - - - -- i (- \_ S. 26TH ST - �� SANITARY 1 r - - -- -r - -- L 1 0 I �` D Q3 r I 79 78 / 1 1 - – \ s. 27TH.P�. 77 \ \ o-o- -0\ L I 2 75 I 74 I 72 x g 28TH PL. V 68 4 I 70 63 59 y 61 57 54, I ui 10 45 /\ �i \ Lp \ \ -- ca / _/ ,\ Iz `1 - - / as 43 39 I i \ ! I ' p� 21 d - - -- – – — T a 6 47 — -- – j `V - - ~ 42 4,- I I 1 40 I I I , —— \\ 23 1 27 S. 31ST; ST. 25 26 1 28 29 30 32 33 34 35 3' I � 1 . ' y I ' . ST APPROVED BY: !/f'ROJEi:T fN6RE ft AT.. ^ j CtTx °4lL' HARSTAD ASSOCIATES INC fi�sl(1NAL .�` } . Omer r vx.ea aA. ; EraawEZ¢s - vure'Ees S E w. zsao cr._ i L—�� L– 160T APPROVED FOR CONSTRUCTION DATE:- � , I ou, ' - JOINT VENTURES INC. 1 •:.. 0 r S.E. 168TH 0 o i F - - - -� I VICTORIA r ! PARK NO. 4 _rya., sl > �- il W 11 Q L S F- 0 Is E. 176TH' RD. I S.W. 43RD� ST f — \S 43R . ST –� �-- i VICINITY MAP iA Ve ,2 I v NOTES \.� I. CONSTRUCTION SHALL CONFORM TO CITY OF RENTON REGULATIONS AND STANDARDS FOR CONSTRUCTION OF EXTENSIONS REVISED JULY, 1976. 2. STATIONING OF TEE OR WYE IS FROM THE LOWER MANHOLE. 3. 6" SIDE SEWER TO EACH LOT EXTEND INTO THE LOTS 3 FEET. WITH 2"X 4° OR WIRE EXTENDING FROM END OF THE SIDE SEWER. 4. INVERT ELEVATION SHOWN AT_ END OF SIDE SEWER INDICATES CRITICAL BUILDING LOT. S -236 f.I APPROVED FOR CONSTRUCTION DATE:- ' - JOINT VENTURES INC. Boa HO @00-003 SEPTl977 . ��E _' ORA1WW6 By .a AF CHECKED BY ... _ A 'VID• •:.. - -' ', _ VICTORIA PARK 4 SANITARY SEWER r-\ _P LAN AND PROFILE ISIiEET ' of 5 .. (J ` d3 =2 =11 i 72 54 61 38' 71 62 55 73 loo. 60 - 6' M.H. 11 \ 2x)2 2 +72.73 5' RT - 65 \` '1 +77.72 _ .. .)�- M.H. 12- 1 t O \y� / 0 2 +23.45 5° RT, 9 40, ' w M.H. 13 0^° 52 ... ti,Y`f� 0, 63 © `\ 46 1 +9� , +96 / 561 +68.5 5' RT. 1�a 77 74 qo o �x w \ 59 J p I ' \ 76 V / 70 _ 7 + 1 ti� 1 `5 �y � 0 M.H - � / .ro - 64 0• 5'\ 2T, . - M , 2 +40 5' LT• M nn __ 7x © 417 57 51 78 0 5' - -- 75 ' V 4 °, 2 72 - I.E. X2.1 i `1 +21\ c I M.H. 2 w Xoa 58 0 +' M.H. 7 1 +10 5' RT. 2 +DO 13 ti i 27 11 11+30.51 5' LT. x i�. �o �� /°+r 127 °51'33 p +70 Q 6 x 79 ' 0' i �ZN °96 ` °O x� 66 65 \ \ b 11 +00 � / /lam='' � u; � 72 0 ,..,\ x3,6 �• 94 °24' 68 53' o 9S°7�. 8 249,09' + N \� ^ /� 9 6 M v F/` M.H. 4 c O 47' o �, ° WHITWOR \ 3 / LJ {� / 1 3. +89.47 5' LT, xP 4x00.., r n - m ® �� / O 11�\ gO' ,� �o / s I.E. 147.5 A Vc L X�- i 339 37 w M.H, 6 o w S" ° _� F 0 +03± 5' RI. a1 / 2 8 +81.35 5' LT. � � - -'� wo i �'_ LOCATE EXISTING 8' °r o tia 9s. 'Op i LINE & INSTALL M,H.'- M.H. 1 T/YY P � c� o IS l t1G 0 +2 - 51R / 5 M+.4 , 6 +70 H 5 139.2 12 11 °14' 5:39 20.95' RTo 10 3 9 TH AV � 1 \ ®+Q /1 SF�FR., f�R I.E. 130.6_ 'F�` 0 8 v \ _ e / 4 / 12' S . 14� REVISED NFORM— I \� sf 7 TO CONSTRUCTION RECD 5 6 K.A.A 9/26% 8 1 g LOCATE END OF EXISTING 0� ❑ IroeNo eo_ooa a'srq JOINT VENTURES INC. DATE SEPT r - -_ 8" LINE & INSTALL M.H. 17 6" SE a 1 of w APPROVED BY: ....... .. SIDE ..� .. DRAWING BY B,A.F 7 WER' HECOKED BY —_ <o �/ Q C - --}— EXISTING 8' SELLER \TtyO, i C.O. Fyh eo �� dPt- "E.NC�Nll�777 7/q APPROVED, — VICTORIA PARK 4 S 'V1fV4 -. 7. _.. . -- -- .- — I. HARSTAD ASSOCIATES INC R \ \lI. /ONAI SANITARY SEWER PLAN CHANGED LOCATIONS OF M.H. 17 SIDE ��NER,SERVICtS - 3 21-78 ' AND ADDED SIDE SERVICE LINE AND CLEANOUTS / a Pwerw Rs Puwwea SHEET :, ',,', . I I NF., .......v..,.w�.� _..... _, p . . _, r_ .......�. .. -., _, . �, _ ..... _ _ _.... .... .._.., .., w�,..,. _ . , .. • ,....._..,.,... OF EE5 i 1 +68 °5 5' RT,, 0 52 _ M,H. 7 11 +30051 5' LT. 51 19 I IS p +0.6 \ 56' 14'x12' Y o �J \ ^ N 1r ~ 12 G � � 3 20 a 17 A+23.11I.. . II 5OIDE SEWER -� \ m M.H. 21 - 1 }? _15 S ° 4 +90.16 5' RT. 40.'. EASEMENT N 46 92.c SIDE SE oI 1 o O M0...79\ M.H. 8 r M � � r t+ 25 66 °g 16 I r ,\°"' I 12+97.3 5' LT. \21 \ .d 60' , X0+46 \p +49,\48' I 16CATE INSTALLSMIH. i 18 Q Oa$5 3kg1 $ \ 9 � U 14 ka ° \ � , 0 � N EXISTING 8" SEWER, , 4 M.H. g \ d 15 ,! x \ 48 47 M.H. 22s 3 +83.16 5' RT. � x / °m w o� ,?o- SF`IF� \ \ a M;H, 10 ST, 7 T SSpE h 15 +65 °74 5' RT. 13 1 i \sue 8..'.761 R, I.E. 68.8, \ z \ _ 6 © \ \ Cp ` 107° 16 +00 _ cpl C.O= o _ 18'- 33'. w23 685?DE SEq 1.E. 174.5_ 7 + 16, 0 27 28 >24 ¢I 25 26 29 30 z� w - Q x` .46' 410 - 3 C. 0. fl o v\ 53 / ti x m \ h 45 �x to r— M.H. 14- 44 i 5 15' 20' UTILITY' 0 +85 Imo- EASEMENT +90 39 0R 43 55' 0 _-2T cly !° 0 \ V C.O. 79' 1 +39.5 I 01F-14:46'.5 ° Q' 15' SIDE SEWER w 0 +92 z EASEMENT T- 42 I— 41 1 +86.5 21' 40 ®' i J 5 M.H. 15 18 +83.56 5' RT. 18 +00 19 +00 _ 20+o0 _ 0 C.0 s 91` S DE SEWER SEE BELOW + --' --- C.O: - -- 1 ' S. 31ST ST- 6L 1116 31 32 33 34 L( °7/ '^ O b /mil ye OI1--. 3 -A7 -7s ®>/) . ✓✓+.W"^^" S \ REVISED TO CONFORM 3/S TO CONSTRUCTION RECORDS c r 3- 7 1 ' K.A.A. 9/26/78 JOINT VENTURES INC. OBNO s eer.,., EP- 19 � (l. Slq APPROVED BY: D DATE _ s7.7 _: I 1O WI SCALE 40 - y,Ur �!Ut �tWtrc IREVNO!DRA V�N " yi REVISIONS DRAWING BY B._A F _ CHECKED BY y 2 f'ROJfCI ENGINEER DATE I ^ ^ �/'� APPROVED, VICTORIA PARK 4 v` -L by 3 -21 78 K.T. �, gFG�SYE��O \�4, -- ������) RARSTAD ASSOCIATES INC `ass /oNn���'G "EfR DA" —L.— P—.— SANITARY SEWER PLAN SHES DATE iAPPROVAL-1 1 I IOE I I A I ME 170 O 180 160 150 _ 150 M s 130 Q66 ROJECT ENGINEER D T dir -- _ !/�z �� CHIEF ENGI ER D TE 140 DISTANCE 267.73' TOP M.H. 140.02 166.99 INVERT ELEV. 128.28' - 128:93 159.39 170 s= TOP M.H. 152.50 166.39 INVERT ELEV.141.00- 141.40 157.99 DEPTH AT M.H. 11-,5' -11.1! 804' 13 -2 -II 140 160 150 130 120 23 , 110 s S" 9 100 t8"; S =0.0244' 425 4 ±I 84; ; 124.96' + 156.38' 162.94' 339.37' 249.09' _ 1D5.7_' -1 105,79 120,34' 136,40 1:40.02 138;80. 152.50 167.79 EV., 99.58= 99.68 - ,100,29x100.54' 7.11.59 - .112.19 12T.-U- 127,85, 128.28 - 128177. 129,77- 12.4.80 141.00- 141.10 154.97 . 5,5! 5,3' 8.8 -8,2 8' - 8.8' 11 7,11,3'; 4,0 -4,0' 11.5' -11.4 ' 12.8' M. ,6:11 +x5.9'' .9 .H 190 O 180 x �. 150 _ 140 s 130 Q66 ROJECT ENGINEER D T dir -- _ !/�z �� CHIEF ENGI ER D TE 140 DISTANCE 267.73' TOP M.H. 140.02 166.99 INVERT ELEV. 128.28' - 128:93 159.39 170 DISTANCE 218.45' TOP M.H. 152.50 166.39 INVERT ELEV.141.00- 141.40 157.99 DEPTH AT M.H. 11-,5' -11.1! 804' 13 -2 -II 160 150 DISTANCE 167,29= 108.56' 181.87' TOP M.H. 167.79 171.70 173.34 185,80 INVERT ELEV. 154,97-155,29 163,15 - 163.35. 165,64- 166,19 178,20 DEPTH AT M.H. 12,8'- 12.5" 8.5'- 8.3' 7.7'-7.2' , 7.6' 170 2 160 x �. 150 W,u, .r c 140 s 130 - rR14 7 z -7y f6yAEO ��� 7o(IAL CpC)� •� ROJECT ENGINEER D T dir -- _ !/�z �� CHIEF ENGI ER D TE 140 DISTANCE 267.73' TOP M.H. 140.02 166.99 INVERT ELEV. 128.28' - 128:93 159.39 DEPTH AT M,H. 11.4'-11.1' 7,6' % �Qy 3 170 N 2 1 6 0 x �. JOB NO. EE - 03_._,._ . DATE SEPT _ 1977__._ ,_ H`..I. 40 W,u, .r c SCALE Y 1 12 DRAWING BY L C L ..... CHECKED BY l6 7 APPROVED, - rR14 7 z -7y f6yAEO ��� 7o(IAL CpC)� •� ROJECT ENGINEER D T dir -- _ !/�z �� CHIEF ENGI ER D TE 140 59 130 Y DISTANCE 218.45' TOP M.H. 152.50 166.39 INVERT ELEV.141.00- 141.40 157.99 DEPTH AT M.H. 11-,5' -11.1! 804' . R. STq \O' APPROVED BY: JOINT VENTURES INC. JOB NO. EE - 03_._,._ . DATE SEPT _ 1977__._ ,_ H`..I. 40 W,u, .r c SCALE Y 1 12 DRAWING BY L C L ..... CHECKED BY l6 7 APPROVED, - rR14 7 z -7y f6yAEO ��� 7o(IAL CpC)� •� ROJECT ENGINEER D T dir -- _ !/�z �� CHIEF ENGI ER D TE HARSTAD ASSOCIATES INC ® ENGINEERS • FNINNERS VICTORIA PARK 4 S' 236 SANITARY SEWER PROFILE �"`; SHEET q, OR 5 13 -2 -II 140 s 130 5 0 220 2!0 140 i20 130 � x .EXISTING GRADE - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 200 190 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: d � 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 / PO BLE INVERT ELEV, .FINISHED GRADE 146.82 DISTANCE 72.25' 336:27': 180 TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 5 =0.0 6.6' 170 160 IbD 0 FUTURE 00,07 - 'DISTANCE 163,54'..! 405073' � 273,52° _788,.44' TOP M,H> � 167.79 165.96 183.04 -- 198.2p 215x41 'INVERT ELEV, 154:99;- '155.29.. `156.11- T56o1¢ 176.54 - 176.84 188.00 - 188.70 - 208;31 :DEPTH AT M,H, 12.8'..- 12.5' � 9.9'- 9; 8.' 10.2' - 9.5' 7.1' a -2�ap T✓�5�(0 3 -z -7e 14 S '- _TI N Rccc'i'nc '' '�-.T ;.7w'. J�If I -3 -�9 10� 1L STq�, �OF WA ~ - APPROVED BY- 1 -[ / R JE T GINEER uD'ATE 77 ❑ JOINT VENTURES INC. JOB No. e- 9 °- °3-- ..._._ DATE SEP...40.8Z.Z...._.. SCALE DRAWINGIBY L G LI........, VICTORIA PARK 4 CHECKED BY K.... _ -- APPROYED, �0 c C /STEPF' �4 FJS7p s L /u�// /� 7 CHIEF EN IN ER "DATEZ NARSTAD ASSOCIATES INC ENGINEERS • VEANNERS �� -�..° .._..�\.... SANITARY SEWER P R 0 F I L E SHEET ( 5 OF_.....5........ �/ 140 s 130 5 0 220 2!0 140 i20 130 � x .EXISTING GRADE - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 200 190 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: d � 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 / PO BLE INVERT ELEV, .FINISHED GRADE 146.82 DISTANCE 72.25' 336:27': 180 TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 5 =0.0 6.6' 170 160 IbD 0 - 'DISTANCE 163,54'..! 405073' � 273,52° _788,.44' TOP M,H> � 167.79 165.96 183.04 -- 198.2p 215x41 'INVERT ELEV, 154:99;- '155.29.. `156.11- T56o1¢ 176.54 - 176.84 188.00 - 188.70 - 208;31 :DEPTH AT M,H, 12.8'..- 12.5' � 9.9'- 9; 8.' 10.2' - 9.5' 7.1' 140 s 130 5 0 140 i20 130 � x 1N S` $ - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: 206`.'49' 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 - 159,73 INVERT ELEV, 116.62 - 117.17 146.82 DISTANCE 72.25' 336:27': 8.0' TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 .DEPTH AT M.H., 16.6'- 7.3 S.4' -4.8' 6.6' 160 s 5 0 140 130 � x 1N S` $ 120 110 DISTANCE 206`.'49' 107,00' TOP M, H. 121'.97 154.82 - 159,73 INVERT ELEV, 116.62 - 117.17 146.82 752.00 DEPTH AT M.H. 5.4' - 4.8' 8.0' 7.7'