Loading...
HomeMy WebLinkAboutzS-2786Set6�F {g{ fir" �j �`, y, i I i� C C C C U ..i .i ss N � d � �o N n U c 1 �� �� a a a _ N _ � � € U hN '_ - 1. °.i.� V a � W W�S� ��� ¢ - � _ U � z �--� JwO � � � ®� � � ���LL W�� �z W � �Z;.. W � U ¢ � � s � U W Z � > -w � Q��� � W� �F1 N ��°av U" YWH� W Q >_� I- O� ®w > UZ � � � g �� F.SKi� o W U mag Q m �O �' � �d � ti N o `�iyys 0 O�VD�v a �� o .N � ��# .- � ��� ��I�I� :i X h�,��, _r x ,;� s. � x ^.�.� f x ^ 3.4 ff /J, `l X ; 3.5 ! li J �. 1 �. i t �: � 3.2v !� � 1, �- �� 15.5 � J ^,fit 1 n x f�.? 21� .o r % N � �N X ' 2.8� � -: 12.�� ° ,� x 7.8 x 12. � !, � � �� � � ,_. � �'� ,'C C ^ � � t: P � T ��� o, 0 20 40 SCALE: 1" = 20' -0° � x 5.6 x 12.,E �� J i; x 5 / , / ;< o. J � J o � x 8.7 % J ��' � i x i .1 4ATCHLINE � 12.8 J x �2 9X ;�� ��, x 13.9 � x.3.2J� r x 13.8 � x 1�813�7 � ai i 3X31.5 � i x iS.�3.'�� � i >: 1 2 � � :. x 13.9% r� � � OLE FRAME AND COVER SHALL BE IN `�b1© �. � 1 `5'� J J / ��� 1NCE WITH DETAIL 3/C5.5 Y' I 1 ,1J �C 14. ? % � ING FOR SANfTARY SEWER LINES SHALL x 1 j � �r � i ;CORDANCE WffH DETAIL 4 /C5.5. / � �� x 1 �\ X;' � x I .� � \ / '� 1 :� �1 .3 /'' � x ''; ' �• � 2 i' y� x 1.�7' _' 14.2.E X 1�.��' �I.� 131 �,� . X .7 i �" i �. � �5 , 6 x 1 i3 7 `�� ° �� x 1 %K.2�� . � � 4.0� X3.4 � %%'�f/ �1.� ��_ x 14.1 ��� � � ,,fl i- ;^ .I 313 + � �` �/� � X 1 y,� 3,e�j � /,I 4 .�" A _1 /, ,� x 1 sTi2 !Y 3 `�,� 50 � �, n �� / � Cy i',f �d >� 5 �n . �'` �11/�i i ��� � � �j / � h` �'' ;- {;�' �� ���� � � ��'', �� ,: �.. 11" ��C� `per � �, f � ,.�� t U i7 ,� ,f! �� ` t'�r .� � / / .,,, � E _ , �� � d �F� 14� . <`� ' i _ ;: S� MATCHLINE i i � / \� � .' / ice/ / //i 11 X /� 11 j1V 1 � 'S°! �� �� � �1 x ry�or i i 6 � !- i i '� S� / .. 1 / (. .� `' / / `/ / /1`� � � f � t )\ � � 1 5a �� 1-11 �� d� 50 / � �. � �f/ ,, �-, __� ..�g '...� �f 7' \ Ff �� i1 / � �' � � `�., �; ' "� lyr r� � \`�`. sue,\ � "/ � JC (` ��� � A� a, �,, 1�; �j� ?� '�� ;�- r'' <l � O. � r ;, L � �.. r ' �' � � � � lYP ELL'` � W % � l ,_� r� ,,t ,�l corc ��'' , ,�`� r ; t � � TYP '/ IE(6� =14.20 �,,�- ', � � 5.1 5.5 SSMH #4 rF'�j � ' RIM =19.10 c�0 ' r'� I IE= 13.72(OUT) -v. �� IE= 13.82 {IN) �� � i �`� .'', ,� 50 "'4,�` `� o ��,`� '�a. tom' }y �� / j l�F1R /IL ~� ��- `t � ��* ,�� \ � `\ `��'':� / IE(8�) =14.27 �a �. �'` \Sp�� -ti IE(6')=14.35 ` .. � Sg: % ' S� �"`�, � i SO 50 � �til p a'f �: �� PRIVATE SE'�VER PLAN (N1IV) C5.1 A- N N N N A� 4 MATCHLINE C5.3 ��`!�' <�= �7sd' °/ SCpryryED �C7 - 8 1999 0 N U w z Q ►ee� 01 Logt lcl;2 V I OL a X x x < oll k x x "X X. d4 - 00 egg o / ". _ uj J :cz> a X, w W LLJ 0 C, w :z F- LLI `� Z�� /\' � r a z ":z LLJ �-- Of O- C) ui z W- x Iry 01 Logt lcl;2 --l; , X x x < oll k x x "X X. d4 - .L,jg Qo egg o / ". _ uj J :cz> X X, w W LLJ 0 C, w :z F- LLI `� Z�� /\' � r a z ":z LLJ �-- Of O- C) ui z W- x Iry LLJE LLI -j I-- < U) LLJ 44 A 0 01 � U.) cn L'i 'r 2 LLJ �-: c kx v Sa� o o E o v, SKI CITY QF LLJ Mn <m 0 A�fts -0 P E N vc) gg 71, 77 LIN 0 a 111i'li'li'll'o o z 0 x X c ,lb, Ilk, N X \ ( \ \ 2 OTG 5.2 5.5 IE 6� 14.34 COTG ���;\ \ o,� � IE(6")=13.90 E N!l L N -1\ Dl so S! 8.0fNeau.0 Ln %\ SD Z d, 0 20 40 % L x x x x LJ X x x O oll k x x "X X. d4 - X xX X X, x Q). x x Iry x X. kx v Sa� o CITY QF JO N REK -0 P E N SPACE I X.1 X x x X. + DR, x N; xv, x . 0 20 40 % N, i i I I . I "I � SCALE: 1 20 -0 r) , t I , jx x x Ll p� I OR11,J] D R N l\u i 4 , - S !� 0! E DIM 21.30 X Ix 4"" v x x ti X N. --J 1I x v I T X < 1 �i iii ofd x x x u A. -)C37 W,� x U, V"! C� 0. 6607884 10, Ln :}� 41 k '1 fin' I�ti11 '� RIM=18.30 Yj SSMH#3 g5.25.5 IE=1247(OLrr) IE=12.57(]N) "A Ss -j- o 41 t I ,IK t C� )% doo) N \\-21LF-6'OPVC@1.09 COTG + V. M IE(6 91 k, TQ) M SSMH#2 PO RIM=19.45 'A n 1 ;11 11.87(OUT) .97(IN) n, T\ERA(FED BUFFER X----- S6 1, X Ri4ID 13U A �k V1C)v. Ile 0 ------- v., - ------------ -- - .... ...... MATCHUNE C5.4 - PRIVATE SEWER PLAN (NE) C5.2 A-NNNNAAI SCANNED OICT -81990, .24 L -D! d4 - lu, b kx v Sa� o IN �i t �,T cbi N I N, i i I I . I "I � SCALE: 1 20 -0 r) , t I , jx x x Ll p� I OR11,J] D R N l\u i 4 , - S !� 0! E DIM 21.30 X Ix 4"" v x x ti X N. --J 1I x v I T X < 1 �i iii ofd x x x u A. -)C37 W,� x U, V"! C� 0. 6607884 10, Ln :}� 41 k '1 fin' I�ti11 '� RIM=18.30 Yj SSMH#3 g5.25.5 IE=1247(OLrr) IE=12.57(]N) "A Ss -j- o 41 t I ,IK t C� )% doo) N \\-21LF-6'OPVC@1.09 COTG + V. M IE(6 91 k, TQ) M SSMH#2 PO RIM=19.45 'A n 1 ;11 11.87(OUT) .97(IN) n, T\ERA(FED BUFFER X----- S6 1, X Ri4ID 13U A �k V1C)v. Ile 0 ------- v., - ------------ -- - .... ...... MATCHUNE C5.4 - PRIVATE SEWER PLAN (NE) C5.2 A-NNNNAAI SCANNED OICT -81990, .24 00 0 A MATCHLINE C5.1 04 x 4 6 w Ulk if- 3. /1 "Ik c/) cl) X, LF-6"4PVC01.00% <1 & a_ cL 3. 6 0- (3 -0 V) LLJ 3 ID cc) V W 0 = z LLJ Of U U LLJ Z > L,LJ LLJ < U) 01 LL, 0 L 3 2Z f & i i Y VL 67'50'25" Z R = 238.53' ji GOTG "0' -L OTG I T - 142.86' IE(6' =15.41 Po IE(6")=15.26 L= 257.44' 1 13.4 X/ (b. x o u, D i Typ U) �:: a Ld CD �!e Lij U LJ s 11 "1 13.1 !1 " 13.4 1 SD D,7 D < > cr- 0 0 of FIE OZ 0 n LLJ CL m N ii / SSMHJ5 + 41 A M 1 lk 1:�14 2. 8 =15.03 x U) Apr- i �o s eD x 3. 2 13 4 vu r- x 11.3 vo� x . 41 X 3 X3,4 i X 1 �,3 * X 1 X-� pb 'p lk, 6 /f- P E 9t E A S E-KT-1-2 ,(�2072X243? ik278603 -Z 'N X3 T H BA SIN If (C v B SD s sp 101 STREE I r j) OIR'I'vf Dl,--�.l',l' Ess /D 4 i D p / /— L SI) 01 344 11 -z- I> , , Y / I F c� V A UL T\, SD 4 1 to .9 1\ I �vl n 29 5' POWER E, 8 8" P V(' S W . q,i '� E 8708100 -19 b CUINIC"'. S.' SD TO' A 'I -MA t CA-T, C J- E- R c� ,. z R N'd i 9. j P� E 'B ' S. "D 6.8 8 v� C5 Q, 7 1 a C nP C - /--- n I L -j- R D 9 .4 R i M, 21 0,2 0 7 J�, lQ:, 8. q v C 1,,� . F C _1 E J 9L 0 C -1 r), C� "D C SO STPEE7 R 1 S 'y c� m A I T 8 8 0 J. Q) v v \1 lb 0 2 01 �4- Z 0 KK L j!� �0- �v C S, E. 8 z 0 "C c, V I VV. 0) n, 0 20 40 NC� co o af , C, T IC H B.4 s i 1\1 B 1 c� ni, , L,,CJ a- z SCALE: 1 20'-0" Rl�,l 19.65 c \ 1 NV -16. 8 8 "C' E 0 P R C) = T T 6 'E,,,-0238.30' �km z wwp 47-17" PRIVATE SEWER PLAN (SW) C5.3 A-NN.NNAAI On., �- 21? SCANNED JCT -81999 ............. . i U. U: a a ^f I t 6w � i� ti U N � o N 01 o cu o z � U a A MATCHLINE C5.2 I, COTG \ k q 1 `�� V j COTG 0 %, IE(6' =12.55 �-'�t $U 2 T1P corc -6 �� x so so \ � ?�c� f 40p, 20 2" CONDIUT FOR ®� a n, 5.4 5.5 IE(o� =13.13 �, \ 1 1 l' p I � �� FUTURE USE O SS 11 ale ry Lou O �; J; +trLa Z� Z J W ° w �- r^. , `O ✓y ,� � - '�j `� �` \ 1. \ _ _ _ > f SS9A El Z I- LLJ ' Y (ten Q T C n0C I I BPS C ^ U > Z w fix\ RIM 20.60 j47 uC f r n Ld W O S, / iV/ �. 3 - v� y IE= 10.8(OUT) I n�� Q (n W 17 -I 1✓ = 10.90(IN) W/ BACKFLOW PREVENTOR O �� ¢ n„ � CL p I W O BACKFLOW PRLEVENTOR SHALL BE 8" W 2 u \ `` ti\ �� 'nDE FLEX" CHECK VALVE �rl�l nO�21�g 19'28 Y W O F- LLJ : h`, nO' SERIE TF -2 (OR EQUAL) CLAMP TO SEWER PIPS ' f�f I Q � af U I— / ✓ q° ' CONNECT MANHOLE TO EX. SEWER STUB' R 5.00' U w > 5 / O g n' 'nom . CCU' L Iq)5? g i _ '11'26" � ✓ r1�F� .s%'��"' t "-h � '3' O R= 46.0 ' �' P O G V� i O J m , / Y x 2 T = 90.21' / -i m '� N ° s/, .� L = 178.16' 0~ w 5 0 Aso x t�� + I 1 rf� Cnn�O% i r/i T 01 ' s x :r, S /\�D f,,''r -,,i h, .1 0�9 x C!-', i C i U A S 1 V —� fj /��` ,;�, 1\i p�� `e / '�'� ,'+^J r� 'nOn� �, - Cb RIM 9 a xx - V 6.3 E J 3 ti�,�/= ��, - r�o ' '\ 2.N y� c� \ jy Lam', / + l `i - �� F ,,✓ '6 � n�'\ S T� R iV� 7 R ,A i f�l C�� ,r, �\I �-I v L_ E a 19 \ G / /� / n T I Pvl 1 9.3 ,0 S F t f °b / i "a� / ^_°' i�GIn� IN,% 12.6 ( 50 C0I \C. N.E 1 �o yb Nli- i2.7 (31) CONC. S.Vv . • C' T - '�.) �C i 'lr \j Q�i� i %l/ �^ // � 'OHO RIM 19.11, 1 P,.r1 P i ��+ Z1, '�� � G� i i ,I 'v 15.9 (8" P `vC rtin; j Xcr U ic9 c9 ` w '\ �. / �yiy 1 1(�f 5{ ,.% i "✓, Wf D RI A V I ` 3c11CH MARK �\ a X00 \�o x v�nj �v / ice` \ + ' \ iO�° �O 0D VL_�,`�TER IBVL `li F 1 ' r -_1 D f 2 A IN' r. El E'\/'/' I 0 N' ?,3.91 co IL 604 $278 C), / �O - \/ \i r %% / m L.1 - / C' /� / :" / j 0) 1? 1 LLJ ` o � , . n0 j � O k�� l/ / / ✓I O , O ,v PM AFMOVAL cb F a z� ~U \ \ On? ✓ nn. / i j \ 0 20 40 � '—TRANSFORMER w L n k 0 n i / / �Q a n a ��� � �.\ I•' ���' � , `� �% � `�; ' / j' / r' , �. SCALE: 1" 20' -0., C) Y 0] U n i i \ -i p "' Z I C P I PRIVATE EWE PLAN _ (SE) C5.4 A- N N N N A A I ! I - - ---- ---------- _ "k -60 ILL I Trt-a .. C SCANNED ACT - 8 1999 00 i lL V NWI Z 0 E� af U S�M P _R PI T ,P ,c� N90*00'00"W X . x cl x 2--T X x X 5.6 x x -7 v x 0. 9 - x 1 nQ) MATCHLINE 12.8 x 13.9 1, ,x 3.2 J: -,-,A - f) tj X 1 '3- a 3 X3 I X iJ.A 7-� /111 1, .2 NOTES: 8' 13. 9/ , q) x I 1. MANHOLE FRAME AND COVER SHALL BE IN �Xo. ACCORDANCE WITH DETAIL 3/C5.5 2. BEDDING FOR SANITARY SEWER LINES SHALL x 3. BE IN ACCORDANCE WITH DETAIL 4/C5.5. X 4 x 3 A' 2 x x 1 j.65 -�4 If 7 3.7 6K 6 x 1 -,-x /i, 4. 0 a x ,/ X/ I 3,4 3.19 x X'/ 2 x X 12.8 Y 0 x !�L 8 .31 x C) x J. L x 4, -A 41 V/ A/ 4111 "'Ib x 3. 0 20 40 q;D 4.4\", 4- SCALE: 1 20'-0" x----- - - as - :'8s � 077 F: NOR m � MATCHLINE da� 52 / -' 5.125.5 X - Ro T" COTG (5 D15.5 IE(6") 14.20 SSMH#4 RIM=19.10 IE=13.72(OUT) IE=13.82( $s ss IE(8 F(15"),14.35 SD 01 le </ PRIVATE SEWER PLAN (NW) C5.1A-NNNNAI4 SCANNED WIAR 3 0 200 MATCHLINE C5.3 SCANNED ACT - 8 1999 cV C) FAI U-5 < .4- LLJ 00- LLJ IX LLI U 0 F- Lki z h- : �z IX LLJ (if c) cl- Z-) LLI Z 2L > LLJ ER -J F- N 0 � < U) c) LLI (5 LLJ V) 3: CL cIf c) LLJ < >Of F-- o yo cif -< yzw of LI i L m < Z12. n�� NWI Z 0 E� af U S�M P _R PI T ,P ,c� N90*00'00"W X . x cl x 2--T X x X 5.6 x x -7 v x 0. 9 - x 1 nQ) MATCHLINE 12.8 x 13.9 1, ,x 3.2 J: -,-,A - f) tj X 1 '3- a 3 X3 I X iJ.A 7-� /111 1, .2 NOTES: 8' 13. 9/ , q) x I 1. MANHOLE FRAME AND COVER SHALL BE IN �Xo. ACCORDANCE WITH DETAIL 3/C5.5 2. BEDDING FOR SANITARY SEWER LINES SHALL x 3. BE IN ACCORDANCE WITH DETAIL 4/C5.5. X 4 x 3 A' 2 x x 1 j.65 -�4 If 7 3.7 6K 6 x 1 -,-x /i, 4. 0 a x ,/ X/ I 3,4 3.19 x X'/ 2 x X 12.8 Y 0 x !�L 8 .31 x C) x J. L x 4, -A 41 V/ A/ 4111 "'Ib x 3. 0 20 40 q;D 4.4\", 4- SCALE: 1 20'-0" x----- - - as - :'8s � 077 F: NOR m � MATCHLINE da� 52 / -' 5.125.5 X - Ro T" COTG (5 D15.5 IE(6") 14.20 SSMH#4 RIM=19.10 IE=13.72(OUT) IE=13.82( $s ss IE(8 F(15"),14.35 SD 01 le </ PRIVATE SEWER PLAN (NW) C5.1A-NNNNAI4 SCANNED WIAR 3 0 200 MATCHLINE C5.3 SCANNED ACT - 8 1999 cV C) FAI F U M a W .a U x N � N �o 1 �a as ° P' �,7Sbo6 SCANNED 109 3 0 2000 '7•' °= SCANNED 3CT - 81999 oU \ X I I .- I > CORD'DRAWI X Xl i I 4 ✓t'l i -` c�0 O 1• ✓'rV o `tai _ Q) h1 cr, .. , . N. W o� z : W CITY OF RENTON \ W U W - r` ; a 9 1 - - Z ^ Elf > JEIFW- W (`� SPACE .. ,.s` Y \O `1 W 1- LiJ Q >� U Q 0 EEO 0 Z� W 0]_j g F TON oo N'jt r' X rJ s a N �;� r ` r,c-- ___ _ .. „fin 1r0 NZ o�y b S J �- �,� 0 20 40 n ( X11 t Ir r'a �� c SCALE: i' = 20' -0" �' 1 V [ \; -a % I s.2 s.5 n " , OTG- ' , y, I a IE(6� =14.34 -_� , • 'r JG , + COT r-- _— __ h ; - � �• � IEl - 4 . acli a � 0 Lf) !\ ! . J9 i�r_l- \9 I�IJ.,I�V�i��.SJ �L� ^`�Li. - �.0 i8 8` `4'1 �'�\ Q�J X� _ N� c® ° X SSMH #3 lyl ~ RIM -18.30 1 l == , . c IE 12.47(OUT)� n v i W SD IE(8 ") =12.85 F— ,.�, / IE(6 ") =12.93 70 SS �• J 4 _ eo � n =' ss , SS ") a a M � ° w s1�, .: IE(6 =,2.92 �� :, 21LF- 6 "OPVC 01.0% COTG 01 N 1 rn rn N OZ U o 5 2s ?o SSMH #2 n - RIM-19.45 / • /// � a , � ,IE =i 1.87( 87( OUT) � t ✓ ,��55 / nn IE�11.97(IN) -• -' -- 50 FT AVERAGED K z w - ..... ,^ WETLAND BUFFER O $ 1- S620j „� / :Q/9! W- o IM Q r U SID c I � n 1' S D - r wwp- s %-2 %�6 MATCNLINE C5.4 PRIVATE SEWER PLAN (NE) C5.2 Z P' �,7Sbo6 SCANNED 109 3 0 2000 '7•' °= SCANNED 3CT - 81999 A U a � a s N � N �o za U L L A, MATCHUNE C5.1 0 x 1/3 'r e W x 3,1 ;t 11 ` C7 r f, ado LF- 6 "4PVC ®1 QT- �•O' ;, A:4D'l. d a .' an` ., S - -. V� O � °' J. f / r nay �'`� "Al r�pp a> V w� ��z o� UJ ~ LtJ " J ' I� - e � _ . , 1 3i 4 ; 1 17 � "Y U W Z d >— W � �1 3 -j, Via'' - ; „S .QJ s 0 = 61'50'25" .� II- :h e - -� R = 238.53' �1I 3 t l F COlb OTG C>> IJ�- jt 3 .r v -/ - ly.11 - T = 142.86' - a9'' It� IE(6 ")= 15.41 : l SQ 2.� IE(6- ) =F,26 J n La.J �IWO�' v (, , L = 257.44' '. - _ - `/ / - / v iYP pi �e L 1Ji;- f �� 2 LSD Y W = a0 >� O - .. .5. ( 1 �s '� �. ' - 6 D iD % n ®moo a O / SDI J \\\`� tom° Yz - U _ 1 W U md r 5KI o - + F s a H � _ ice SSM 5 M o ON RM =14.794 �.- ? IE(OUT) =19 m IE(IN) =15 -03 j N O 3. 3 ? :K cy yD y¢ is 1 i. 3 c� w x I �. ' .3 /� T X 2.t? "',3.2 'gy m I ,Jc + _�_I.�p� ' \ �° N° Aso _._ i - __ , / � � �G'l'• _ <% � — I- J I o Yl 7$60 7 1: A �7� �_ °�'- — .., SD SID n�- - .."-�� o'C'��?� C` ^ , % IRCS I r? ^.,,IVY . J . n r-hrs PD n�� �� ��, �77�� SD 4p `�✓ ?7-� r- L = 15.85 '•.- �r �'• ,��n�J G n ��.� ;- S� n Z n ..�` 9�- "�8� r L� l -. r� n F �Y C` , r _ n r 1 ° v; �� �, _ r I � n 7 S. ` f _ 1 s \ r ID _ _ _ SD n s T -�. nn J V r -- :'✓ .n�`V A. V; =,LAC �--1` ` "` `_-. _ J f\' 11 li \` F, -ED JA O_',art N II - a --.. v J J. idLL I ••,,pp 11 - i t,l � ` � 4 QQ _ ,, w yin - rn T\ ."' 4 _ _ co _ n co S lJ r nCy O �, ; Jy w ,7 r� s W. \, -�,� ` :-� ,.y \ ri ah- ,. :•.._ 0 20 40 aFJ J `T1 ` \J m 3 SCALE: 1 ° = 20' -0° g W 6.8 •� = >: \ 5r2383'302 s 0 J R T REC®®D DRAWING ' L 38.302 `•'T o Z Ww�O'�?9 -l� PRIVATE SEWER PLAN (SW) C5.3 A— N N N N A A 7 SCANNED MAR 3 0 2000 212,j)K' SCANNED ACT - 8 1999 u u Q Q Q I �L/ U .S a ' g Cda7 m n U s 0 rn n 1 Lo k LP7 V ag IN 19 s LL.I Q a- 0 JLu \ LL W ww� W U�� Z w Wofz- - _Y U¢ 0- 0Lu >— 1711 Ld W> Q�(~/7� 3: N' �� u� y L5 O Lu OYOw Ld m CL g d N m Q O ti m J `�9ys a �J C' n, �41 J (O S A MATCHLINE C5.2 CTG 55 COTG ss IE(6 ") =13013 �G ®�0 E(61= 12055 `J S \� p43�p. COTG 5 O 4 5.425.5 iYP E(6-=13.13 /6 SS 040g \z� 2" CONDIUT FOR 1 Y 0 o O FUTURE USE r ` SSMH #1 RIM =20.60 J 4' x: ,fin` •iv , Wj- -� ' .' IE= 10.8(OUT) �� ✓ � j;f i�`N' - ,- O ,�C 10.90(IN) W/ BACKFLOW PREVENTOR ✓�T ' BACKFLOW PREVENTOR SHALL BE 8 0 "TIDE FLEX" CHECK VALVE \ � 0 x 611 sQ,s N OA F �G 5p AQ 0 3� if, i J Q� 1 Qj a a m 1, IN - CD SO oU �p o ; Ir O Z 0 9 v� 0 20 f �. _ :... 61.._ GJp c'D a LL -O 1, T n SERIE. TF -2 (OR EQUAL) CLAMP TO SEWER PIPE t^� N CONNECT MANHOLE TO EX SEWER STS r 21:86' _ ^: ! ` ' L '. 35,92' - 11'26" R 46 O r, J 1,, \) .. 2 T 90.21' �g : �� <� : r, s; .� L = 178.16' -/ S ✓.1 Yy JV G n X - �,r �� ��5i�V� n �•., c �V'0%q F. o, 1 y n l "I YY y 19 J f� %Of �L 0. 0 _ r 0 q,.n�. / y / 2 v,, r a GJ� „/ r11�'' _ /� f• .`/ ' + � t,l n J ,r� , i \ ST:D' rteH No �dr C RUDDhOONDW AL 0 20 40 l ��,/ -�� - r ��s (1, �Ir _ RECORD DRAWING O / j� SCALE: 1” = 20' -0" I P DIVA -TE DEWIER PLAN (SB C5.4 A- N N N N A A %�/ S-27JW- ` SCANNED MAR 3 0 2000 C" l-) ; �' '% 3 �° F SCANNED JCT - 8 1999