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HomeMy WebLinkAboutzS-0179SetZ m O m F 6.D H in O SANITARY SEWER s L s ENGINEERING DEPARTMENT WARREN C. GONNASON, Public Works Director N� INTERSTATE HIGHWAY NO. 405 +I I I 1 VICINITY MAP SCALE I"= 2001 GENERAL NOTES L ALL WORK SHALL. BE DONE IN ACCORDANCE WITH A.P W.A. PLANS AND SPECIFICATIONS 2. TEE AND SIDE SEWER LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS ARE SCHEMATIC ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE PROPERTY OWNERS TO DETERMINE THE PROPER LOCATION-' TO INSTALL TEE AND SIDE SEWER TO SERVE THE PROPERTY. 3.. ALL TEES AND SIDE SEWERS SHALL BE 6° CONCRETE PIPE CONFORMING TO SECTION 60 -3.0IA OF THE STANDARD SPECIFICATIONS. 4. ALL SIDE SEWERS SHALL BE INSTALLED. TO THE PROPERTY LINE AT 2.0 % MINIMUM SLOPE. LEGEND PROPOSED SANITARY SEWER 'o i I I I CQ STANDARD 48° MANHOLE A FIRE HYDRANT DQDMH DROP MANHOLE a LAMPHOLE H TEE LOCATION CB 0 CATCH BASIN I I I 1 I 1 STUB LOCATION � (I I WATER VALVE Z +I I I 1 VICINITY MAP SCALE I"= 2001 GENERAL NOTES L ALL WORK SHALL. BE DONE IN ACCORDANCE WITH A.P W.A. PLANS AND SPECIFICATIONS 2. TEE AND SIDE SEWER LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS ARE SCHEMATIC ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE PROPERTY OWNERS TO DETERMINE THE PROPER LOCATION-' TO INSTALL TEE AND SIDE SEWER TO SERVE THE PROPERTY. 3.. ALL TEES AND SIDE SEWERS SHALL BE 6° CONCRETE PIPE CONFORMING TO SECTION 60 -3.0IA OF THE STANDARD SPECIFICATIONS. 4. ALL SIDE SEWERS SHALL BE INSTALLED. TO THE PROPERTY LINE AT 2.0 % MINIMUM SLOPE. LEGEND A5 -15U /LTV 5 -1 -79 CITY QE RENTON DEPARTMENT OF ENGINEE2INC a L.!. � .,tai` LAID. 286 — - - - - TITLE _SHEET DESIGNED_ RLB DATE -9 -74 —._ ! FILE NO. DRAWN RLB CHECKED-- SCALE AS SHO -W—N ._ Fletp epol�_awG�_ REVISION II BY IAPPR. DAT"c. APPROVED c- �.o`dMt.�� SHEET ;_OF I3 - -o� �® — PROPOSED SANITARY SEWER 'o POWER POLE CQ STANDARD 48° MANHOLE A FIRE HYDRANT DQDMH DROP MANHOLE a LAMPHOLE _ TEE LOCATION CB 0 CATCH BASIN I STUB LOCATION CKl WATER VALVE H; S _SS — EXISTING SANITARY SEWER WIT WATER METER 12 i ; 1 _ 12 '- - - - -- -- EXISTING SANITARY MANHOLE oB MAIL BOX O i - —W.— WATER LINE F G. FINISH GRADE t, LH 1 .--r UNDERGROUND TELEPHONE � __ I SD _ STORM DRAIN I i f t ------ 41 N ® INDICATES SHEET 4 OF 13 I I z I I I I —P _. UNDERGROUND POWER LH 0 ¢ --� °� - - - > --- FENCE LINE A5 -15U /LTV 5 -1 -79 CITY QE RENTON DEPARTMENT OF ENGINEE2INC a L.!. � .,tai` LAID. 286 — - - - - TITLE _SHEET DESIGNED_ RLB DATE -9 -74 —._ ! FILE NO. DRAWN RLB CHECKED-- SCALE AS SHO -W—N ._ Fletp epol�_awG�_ REVISION II BY IAPPR. DAT"c. APPROVED c- �.o`dMt.�� SHEET ;_OF I3 - -o� �® — ` ' ' ZI — 34t 16 7, e9 � � ` ' CITY OF RENTON DEPARTMENT OF ENGINEERING • 4 1pt5. f NO: REVISION BY APM DATE CITY OF R E N T O N DEPARTMENT OF* ENGINEERING DATE---- FILE NO._ SCALE- Fl- 800IL--PAGF- E SHEET-OF--- - -- o, ........... r;� Z C'e!L-, �-:1 2, e c e "n 2, &ei o, o o 3 4t4,�- )Oc- D -s ✓ I t�evr 2 ?JF"-V 617�A S �V ?.4v 017- 4,0 0o --v q, &) c-, /4./.3.3 7z&, 41 5, V 92-9,77 Op :5,4l 2 7'-r-' 5Z-7,v z-r- lev. c a6" te, -00 9/, 2 0 0 - -0 ID 10,31 55, 6 /Z_ 5" 247 , G o,v 7, Re) 4- 4 U, 1-4 tj T 0o, 00 (,4 e".) k- IL 71 awl7l 0.- -n r, all 7 _4, ev e,' Z,5�0,co �ni% •7' Z./-! 7' e"o 51 Z;Ie5l 7p 61, ?o T� ,. G. c v 0 0 5 e- en 4. 0 A , e, 7,f:2 J5 -7, &10 /0 OcL.,.Co Ao /,xv /,,f, eA:P,4'- 0 L,1 6,,ee�e-,,co 40 6, e-- • 4 1pt5. f NO: REVISION BY APM DATE CITY OF R E N T O N DEPARTMENT OF* ENGINEERING DATE---- FILE NO._ SCALE- Fl- 800IL--PAGF- E SHEET-OF--- - -- o, ........... r;� Z C'e!L-, �-:1 2, e c e "n 2, &ei o, o o 4111, -;p e) 7 fo, ?.4v 017- 4,0 0o --v q, &) c-, /4./.3.3 7z&, 41 5, 92-9,77 Op :5,4l 2 7'-r-' 5Z-7,v z-r- lev. c a6" te, -00 9/, 2 0 0 - -0 ID 10,31 55, 6 /Z_ 5" 247 , G o,v 7, Re) 0o, 00 e".) 7-1,- je✓, o 0.- -n r, _4, ev e,' Z,5�0,co 6.6.)l e"o 51 Z;Ie5l 61, ?o G. c Dv v 0 0 5 e- en 4. 0 co e, 7,f:2 J5 -7, &10 ,;t, c /,xv /,,f, eA:P,4'- 0 L,1 6,,ee�e-,,co 40 6, e-- :5:5e5l, oc 7- ev 0 See-,e,- 7 ro ::? -5,57"!24 0 o -7.051, ek� 9,.�5",qe-vo :�,e,," 'FIJ,-,:1-^-�e:� ,0 3c 0,47e F i5c 2, 1,5)c), cG, 2aneo 41 [,n 150. �,r 0 -.0 - 17 4T 4,5, 9iQ--" 7 Ile, 50 epo 5,6 '-00 c,:- ;7 6 7,el , 91Q 0 #?,'27 -6". -441 1�02 44 4 1-- 1 C-v 7- 46 •oc 9, 7 "6,;> �P,- '5 z Ole 775% aO :5 ze" c 0 790-OZ9 ge;,ttlo 7e5�r,-�,,cn 15,co 1,395,00 7--V "o d-, 1-6, Oe2 //z, /, / 7 4 AF ae, el 1,9.35,00 z�, ---�7ev 715Lv, - 7f, --f) 414�- 0 77,1 1� 1 470 76 0, �emf!:- 7, 5.7) 6-6 Z.--0 7, -F --flZI, 0 C' CiOh7/ d2/1�' C7 l zo, -t�,C:p Z:1 41- 0 -,p, rZ7 A�, el� 4� 6�1 875 2:5f:!� ��7 -Tel. 0 --gee" e.,77,n 17,00 e �7, Z-• g-- 31 001 Cc 3, c c� 0, Lo -'I 25,00-0c, 9, :6,0 el, 0 -- 4� CC57L Cc g"'d7^4%f � 5 1i 0 Z, r e,:;-, oco, er 0 /,aco,e7e) z!p,:57 .,v o / 4.n 0, 0 0 eP 0 Cdr?, 0r, r0 A 05cf, ---:1 - 7, .2, 19 9 '4f 0 llzo -oe 2, 4ev e7 ,oe° 7:•4"OLI /1, --C,Ce-oo "'co-ro v 5e,,e-G>ep 5,ov.,c-7 41 .� IZ Z57 71d i: 5/ - nG G• -n7 Z- A00 740, d 4V e,7 ev Z/ep,c -n /x7e7 ev z; J-11 el --,I oo ,O© 7-00,00 Zo, cep e, co ✓9,00 e-1 go"co e" r, 119. IV 0 ,7c 17zq,5:;, 34¢0,,D4 -F- 49-51 51-7 ev 1p�� 4124. 6r1 I:v 52 :2 /4id 078, 9Q 7;,Ie /O , 4. 0, dv 91 6 71 3? leg, 519, d- 4, 4/a , 4,0,46, ;7,S 74 • 4 1pt5. f NO: REVISION BY APM DATE CITY OF R E N T O N DEPARTMENT OF* ENGINEERING DATE---- FILE NO._ SCALE- Fl- 800IL--PAGF- E SHEET-OF--- - -- o, ........... N 1 04-00.00 E =' SAN. SEWER -(0+05.00 ) )01—Z EXIST M.H. J; Z 2e 0. 120 110 100 90 80 M07,5.' 5CX14R.5 -6r4T10N,5,0 Q EL. 88.60 FF EL. 81-70 B-SMM (4016) 1+40.00 Ull- I [EL. 1 EL. 11148 F.F. EL 102.68 EL. 115.99 FF EL. 108.59 w 190 EL. 1 8 09 08 rF. F.F. 112.66 r FF 1 1,77 EL, 116.73 (BSMT. (12) 14 BSMT. (1424) -cp EL. 111.33 EL. 92.55 -Mj (1325) 1 FF (1401) (1409) EL 114.92 BSMT F.F. (4008) r 113 2B4?) (1417) — N. 40 TH. ST. 0- 4� 10.00 pap O MH- 2 c ILTROCKER1 1154 IZ t2"W INT to lei ri US Al — (ABANDA N T - " - ro+66.65 ;7v ASPH. PAV ENT I bJ 17- J-01- 0 —�pppp ET. 1!,;, ;: - 4 1 Q 17471 1+40.00 Ull- I [EL. 1 T77 w 190 EL. 1 8 09 08 rF. F.F. 112.66 r FF 1 1,77 EL, 116.73 EL. 118.35 FF 121.92 F. F, -cp (0 4317) (1325) 1 FF (1401) (1409) EL 114.92 BSMT 0 0 (1417) — 0 1 2 " ' SCALE: I" = 40 HORI Z. I = 10' VERT. 3 4 5 6 SEE SHEET 2 OF 13 120 (4008) F. F. 110 100 90 '45 - lgz//Z- 7 -79 L ...... PLAN a PROFILE SANITARY SEWERS KENNYDALE I.I.D. 286 RLB 9174 RL8 AS INDICATED 417 51 2 13 Z SEE PLAN LEFT EL. 122.41 d`!IT BASYT I i 20' i 20' EL, 11746 ( 3804) j 13ASW,"T, E L.125.64 FF I (3932) ( 3902) :r r Li 2 t 35.00 Q 0 +05.00 I I N i I j I o MH 5 \ N. 38TH ST: j J DMH- I o I MEADOW AVE. I N. O OWM N WM I I- in E' dP INT. O+0 W I +` O 1 R— �. �--ro — �—� t —r N -- < -- W N = 6 +69.45 S p- fH W AS PAVEMENT - - - — ��- -- fn _TP Vlr- r— P —N — INT. 6 +6:1.45 $ jt7 -- W in _ GRAVEL ROAD PP Mi !0 a— �i =0 +00 W W N p -- - - - - - -- ------ - - - - -- - - 0 +05.00) `R �p �9 1 ' QM WM i N tj x ^ + cn M H- 4 (n a 0 x 3 +35.0001 X i MH -4 5 I 003 I;;:?I MH ® I W EL.122.01 m EL. 153.12 � 30' i 30' F E M F F EL. 122.54 (3903) 25' 2� 5' ( 1405 ) F F _ 1 1 SEE SHEET 4 OF !3 SEE SHEET 2 OF 13 ( 3909) ` I c�j SEE PLAN RIGHT I" = 40' HORIZ. SCALE: I "= 10' VERT. 0 _1 2 3 - - -5 -- - -- - -- 6- -- - 7 - - 3 2 - _ I 0 - Z - to LL 06 Z d r V o O� (1405) _ S r _ Lo o F F g M t)F Z _O� + 2 L2 N _ 150 0 to 00 1 4 CO 30 . Lo to °." - 0 o O w m EXIST. �Y PROFILE 0 V m p(3902.) FF r a (3902 EXIST. PROFILE r N 140 V F� (3909) . 80 M4T ) 120 FF 8A - _ 3932 Z 71L - _ - 130 8ASM'T. _ - M 2 °WATER LINE !!0 z -z o Z "j N 1 O t > Z ? > . . - - OD m _ - 339.45 L. F 8" CONC. PIPE CP 1.60% Of G to 330 L. F- 8" CONC. PIPE C O. 80 % 240 L.F - 8 CONC. PIPE @ 8.40 % A5 -BU /L F -79 PLAN a PROFILE SANITARY SEWERS 9.70. K ENNYDAL.E L.I.D. 286 RLB 9/74 _ RLB !�aaw AS INDICATED 3 13 e I 1 EL. 135.62 N F F i EL. 138.41 EL. 166.96 j (3716) BASM'T. FF. i 1 (3708) EL. 14843 (3606) I I BASM'T. i 6+74.45 ( 3704 ) 1 x 1 MH- 4 1 ' 163.31 1 r n / _ 9 +05.00 i1 +00.00 BASM'T. BASM'T. I rt INT. 9 +OO.00S MH -6 MH- 8 z (3709) 1 =O+ w 13 +50.24 1 I a 3 2 (3713) /� c MH-9 I 1 j MEADOW YVM i i i'�4. FiV6. N. Um y�• Y �;I w M i ❑ \ OwM \ O WM INT. 0 +70W II' I a 9M8 - - r i•✓r '�. o ^ M ooMB �-�,. .��.c-- � -z.��� � - ' y~i i I \' 0 SPH. PAVEMENT \ N 9 +00 $ �. `-- �- - _ w in - TRAVERSE tiNE" 'IIwM -❑wM - r PP I ❑ PP 0 i Z W �- O O 12°CZ � 0 �, � ti l ' _ - -� +— — 1' C �� - -- - - - -- PP - -- - - -(0 +05.00) 1 1 f I , i 1 J i i ' S + co ICY ---- - - - - -- -- -------- - - - - -- w UD m 0 x 1 1 i i x c+o 2 +55.00 Z ( I cn �!a I \ o z MH- 7 N r F \ I l � N I cap a z LIJ z /// 0 w xlll 5, a. v) EL. 154.25 Q F- 2-C BASM T E L.144 . w F.F. EL. 150.47 vAR. VAR. t w FF F EL. 169.50 M _u) (3705) (3715) EL. 154.25 BASM'T. �i ® 20' 1 20' � 1 IZ6' BASM'T (3607) 1 Z I 0 (3701) c w SEE SHEET 5 OF 13 SEE SHEET 3 OF 13 SEE PLAN RIGHT Z SEE PLAN LEFT 1 "= 40' HORIZ. SCALE 1" = 10' VERT. 7 8 9 10 11 12 13 14 3 2 I 0 CD z _ c+j 06 190 NIL N �� O In Lr) I(7 to Mof In : cm to (3713 0 180. BASMT. Z 0 160 _ EXIST. PROFILE- p Om TRAVERSE LINE O O (3709) 3701) o O - BASM'T. BASM T. + w 170 — (3607) 150 _ (3606) BASM T EXIST. PROFILE F F y Z 160 oo 0 140 04:.. Z - Lo 0 _ u7 d Q o CID _ - m v BAS m z 150 zl g (37F5) 130 (3704) _ N cjj BASM'T Z M (3715) Ll - Inw F.F. r 260 L.F:- 8" CONC. PIPE @ 6.23 Q 4o m 250.24 L_F. - 8 CONIC. PIPE a 6.0% 140 In� +cj (3706) Lo ( 3716) F.F. 195 L.F.-8" CONC. PIPE @ 8.09% ,45 -5U /L l 130 - _ 6 _i L QQNy r X PLAN a PROFILE SANITARY SEWERS 0 230.55 L.F. 8" CONC. PIPE @ 8.30% 9 10j KENNY ®W L E N _ RLB 9/74 _ RL8 _ AS INDICATED 415 200 90 180 170 160 150 N EL, 190.66 8SMT. (1402) 4. 00 LAMPHOLE I 4 +42.0( N. 36TH ST. p0.P . _ ASPH, PAVEMENT UJI - > EXIST. '8 SAN. SEWER 1 a� EL. 201.70 F EL. 202,48 (1407 ) F F. 1 EL. 200.16 (1401) t F (1413) SEE PLAN RIGHT (1425) MH -1 SEE SHEET 4 OF 13 Z LtJ Q 2 20' 2 20' I1 O � r 5 SEE SHEET 6 OF 13 t w F Q VAR. VAR. nI W r f (0+05.00) MH-11 14, 7 I * z O Z 0 S rt INT. z F =4 +42.00 E W I N �' a(n SEE PLAN LEFT a W r. r SCALE I° = 10' VERT . R 0 EL, 206.70 1419) . o (1419 ) 0 1 +65.00 LAMPHOLE 2 3 �/'7 ✓ LJL/ /L / 210 200 190 r PLAN 8/1R/� PROFILE SANITARY SANITARY SEWERS 94,E LAD, 1286 RI.S 9/74 RI,B AS INDICATED _., 1•. re �� . r 5 13 SAWCUT EXIST. CONC. SLAB AS DIRECTED BY ENGINEER - MH - 12 a w MH- O x— _�" "CON 3 ( C =N Z W I I _ it I F _ )aD K Z 1 a I5' % t o f j"-- + t a w io r 2 a VAR. VAR. f " H w EL. 0 EL. 181.2 BASM'T (3515) r —�- 1 + 20.00 MEADOW AVE. N. MH -14 0 +00 N � INT. MEADOW AVE. N. _ CYCLONE xENCE �_t --� - 7 +44.68E —K x —x PP F r nPP O 0 �p O +OOS (L INT. AS PH. PiIVE —ME NT "�"- '- "��''' ���� = 7 +22.58 E - _ TRAVERSE LINE / B —Z' W -- P— PP� t� ^ v _ TRAVERSE EL. 191.05 F o o N i LIKE (!429) EL. BASM T N SEE SHEET 9 OF 13 -(0 +05.00) ^ N (14 3) EL_ 182.46 MH -10 w ' BA 'T. -- - - -- -- (1426) GA L 6 SRAVERSE LINE - -�--- ----- - - - - -Ti-a. --------------- -- -- -- ' - --- -- EL. 196.19 F - ----- - - -1 +60.00 I LAMPHOL� (3503) I i o EL. 199.18 O M RARM'T Z II M Uwe EL. 184.12 0 LLI 1\1 ( 130 9 W EL. 19F2.87 EL. 19392 EL. 192.14 EL. 196.08 a W EL. 188.38 (1402) FF (1414) (1420) EL. 182.46 BASMT. (1408) BASMT. _z (1326) (1422) J W W uj Y / il1LGl_L >I Q 4 / / �a a N. 34TH. m ST. W f I; , I I 7+ 22.88 INT. "'r7 wM� wm i wm 12'S.D- PP MB i OP O •� I� O —"�� I iOPP ❑M MB 0 0 7+44.68 INT. `e ��•� EXIST. 8..N -- —. ❑r— O ❑M® ❑ ❑ t� SAN. SEWER _ O ® _ ASPH PAVEMENT wm wm _�— Z., w __ — � s AB c q P� .J 1+ +31.00 4 3 0a f 11 ,,., 34. oo 7403.00 p EXIST. nAH ��r � 54 M H -15 M H -17 4,4"1014101 E 25' 25 z 40' i E L. 188.90 EL. 192.2 FF BASMT EL 181,82 (1311) a (3319) m , FF 0 (1305) I m zl 1- J .�.. uj W _uj N W G F u SCALE-. I" ld VERT. EL. 194.37 W F.F. !� (1317) 0 ( 2_ 3 4 5 6 7 8 Lo LL i (1 408) _ (1317) NF.F. (1414) F. F. (1402) FF FF. (1420) (1422) FF w 190 190 (1311) O a. (1326) FF to BAS _ (1304) f� m (1305 ) 180 w FF 180 `V Y EXIST. rt PROFILE 170 170 I' I� I, ! z 160 9 1 Cc�/YG , °>PE 1 160 cli s �� S�SEWER Z 284 L.F - 8'! CONC. PIPE @ 5.0. - y � e° g"l.. 0 l6k26- L.F -_ 8 CONC. PIPE @ -6790% } -) 1 q � PLAN a PROFILE SANITARY SEWERS KENNYDALE LAD. 286 ¢11170 R LB 10/74 RLB AS INDICATED 210 200 190 180 170 0 1 46 3 EL. 192-81 BASMT. 08) (1312) —7-7 EL. L. .97 201 ?-ol MT_j BASMT. "Alt 2+55.00 2 SAINT (1 3201 3 4 5 to SCALE: 1:: = 40 HOR. I = I� VERT IZ -7 210 200 190 180 170 145 - /3U /L, T /0 -7s ot, L 04 PLAN 8 PROFILE SANITARY SEWERS KENNYDALE L. I.D. 28 6 RLB 10174 RLS AS UNDICATED 8 13 12 -q ­1 nL —7-7 EL. L. .97 201 ?-ol MT_j BASMT. (1316)- f EL. 195.78 2 SAINT (1 3201 3 4 5 to SCALE: 1:: = 40 HOR. I = I� VERT IZ -7 210 200 190 180 170 145 - /3U /L, T /0 -7s ot, L 04 PLAN 8 PROFILE SANITARY SEWERS KENNYDALE L. I.D. 28 6 RLB 10174 RLS AS UNDICATED 8 13 12 -q ­1 nL :)+00 S 7-+-22.58 E 7--. MEADOW 4 - AVE. 6+53.01 S � INT. -(0+05.00) MH-23 0 +00 S Ii INT. 6 + 70.00 E 2+20,00 30' PERMANENT MH-24 pp EASEMENT MB 1313 ASPH. PAVEMENT AVM M W M pp c III N -0 0) rp p V. M ma F714 -L IN r, - + EL. 192.26 EL. 195.69 BASM'T BASM'T. EL. 196.46 EL. 201.15 F777771 J, V777,7r�� (3319) (3313) BASmr. BASM'T. EL. 198.24 EL. 201.60 (3307) Mw BASM'T EL. 206.18 (3221) F F EL. 21792 25' 25' 1, '33c) 1 (.3215) F F EL. 208.43 EL. 210.37 8 k, 7 6 5 4 (3209) F I, EL. 206.80 BASM'T F r t I % 3 2 1 (3203) a) 5 BASM'T (1421) ( 1427 ) L 0 Z �, -- - ------- 4 N 71.66' 4 L _74' loo, loo, 102-.75' 25' 25' p z pe '300, SEE SHEET 10 OF 13 SEE SHEET 7 OF 13 '9907'6C7'5_ /5 TE /r1poRA�Y 3-hso.00 Rzg"OV5 011,571- 1 "= t4d H 0 fRl Z. com5r -_4s_-ix_-1vjr;_ GALE : I"= 10' VERT (I414) 0 f 2 3 4 5 9-1.200.6.0 r, A 1 2 3 c� z uj 00 0 L6 L�j 0 OeL OLU 0 o . 220 U.) E; C? r__ +,o: (1427) + 0i cm 0 to F EXIST. PROFILE TRAVERSE LINE 210 z (1415) uj F F FF 0 01 1 1. 01,9 0, + (3219) (3215) -200 0 BASM'T. v F F 200 rf, H HE L 0 (3307) BASM'T 6 41 5 -LIFF BASM'f U) >; 11319) z ti 190 OD 0 c\I cl� 0 180 225 L.F 8" CONC. PIPE 2.50% 0 116 L. F - 8" CONC. PIPE P_ 5,20 335 L. F - 8" CONC. PIPE 0,70 % .... ........ PLAN a PROFILE SANITARY SEWERS KENNYDALE 9 4 1-cl, L.I.D. 288 RLB ez- 9/74 RLB AS INDICATED 9 (1402) SEE SHEET 9 OF 13 1- s � EL. 200.60 s F F. Z Q ,0408) (1414) i �T a, J434-0* co 171 w EL. 199. 20 N BASM l EL. 205.82 (1312) I z5' 25' F F EL. 20F(1306) (32�' ' � N. 32ND. ST . EL. 201.18 N 4 �� z i o Mu z w F F f•' 6k 00 `� � PP (1402 ) t? (PP � Ok gel c� w O , w I OxOO _ I- OP•-p WM 1 '� ow-M, OPP i I .i E� OPP _ i( ✓ ' roAt �\ 00 � �r� 0. W I o ®os ®® ® m ASPH. PAVEMENT ` ---' -- �1- I I EXIST. 8" SAN. SEWER -� _ _ - - oil _ 56.37' nn'' !� Ng a I — MB •.i I i FMB =8 WM I I V V W �___® I �- ' ' GRAVEL 'll) ROAD TRAVERSE LINE ❑ WCiM`/ i ❑ J I REMOVE EXIST. ' ' % o, lj. Cj i , i j ^ N i ' PPS LAMPHOLE a• 6 +65.00 +05.00 J 9999�»J ` � i �` MH -23 FJ7ij 4 +00 E= 0 +05 N i wa MH -22 MH- 22 a 1 '/ EL. 200.20 1 +70.00 EL. 208.40 F 1 +65.00 MH- 21 ! 31 5 I I (1408) LAMPHOLE .I 5) �! EL. 206.80 n BASI T. I I 1 w I / (1 415) ' EL. 212.11 EL. 204.07 SEE PLAN LEFT F.F az (1403) (409) SEE SHEET 9 OF 13 I" 40' HORIZ. SCALE 1" = 10' VERT. 0 I 2 3 _ 5 _ - _7 _ _ n - _ 1_ 2 3 N N CV Z ' N s N i r � O z ^ °i° - Uj ° �o O c� r _ O ti EXIST:. PROFILE � oil tO w J of a z to ( 1403) O w 0 a �� O ap 210 ° 0 !3 15) 320 ON v - p o 210 00 FF + .1415 FF ° REMOVE EXIST o w I3c 6) BASM T LAMPHOLE EF EXIST PROFILE O q TRAVERSE LINE U'i 0 to t-: A _. FE + 200 r 1408 (I F F 200' R� 1312 F. F. _ BASM T w 190 I _ _ 190 r �ps V1EFC y o ? a ? ? 1�^�EX15t• 8 Z j N N t0 180 o z cm re) cli . - _ // / 265 L.F - 8" CONC. PIPE @ 3..34 % A.5 3Z 7' s ; i0- 75 160 L.F_- 8" CONC. PIPE @ 0.40 230 L. F - 8" CONC. PIPE @ 0.40 % , 11 PLAN & PROFILE SANITARY SEWERS K E N N YD A L E 6, LAD. 286 RL8 9/74 _. RLB AS INDICATED 10 13 z 1 r: L. 216.61 FF Q � (1490) / EL. pp2 4.45 �T Y - i� �� ShELL STATION EL. 211.68 I -� 1 EL. 201.37 { 404) (1302) Z Li ai L_ o N. 30TH. m ST. is - A EGETED o1 uWi� 5 I + X ---- i9 EL b —L D0T IOW +0 � f? e, pi 11I I 1 B .. L8 L9µ'N p CB + wid ce EX. � SAN. SE-WER III RO T jp, lox F ±00.00 25 J-2i!-i e ,� N �� MN -25 4 +34.00 MH -26 EL. 20' 84 EL 203.92 FF. F.F. (1315) (1309) 220 210 200 130 0 1 2 3 4 5 STANDARD /' 1 STATION � Z EL. 218.31 F.F. (1419) SCALE �" = 4d VERT. 6 T 0 i w ? 06 EXIST. PROFILE - (30 O • TRAVERSE LINE i[i 0i O 7 (1410) +1 +co i Fe 155 L.F -8" CONC. PIPE & 2.50% 2 3 N x 2 (1416) E 220 iv -N 210 1 200 ,'S -r1 /! % 4 PLAN d PROFILE SANITARY SEWERS KENNYDALRE .. L.I.D. 286 RLB 10/74 RLB AS INDICATED -L/ 1 k z EL 211.68 -D1 - -- I 12 aW FF a a y (1404) a W W 'G RAGE LZ - 03?P��C- 4 +34 E ->rY _ — ^� _ ^��- ". +60.00 - - - -j MH -27 5 11 PLAPITER CYCLONE CONC.CURB FENCE CONC. BLOIK 1111 i 1 MH -26 ENCLOSURE ASPH. EL. 220.98 �IISLAND (14 F (1416) SHELL APARTMENT BUILDING UNDERGROUND TANK STATION (LOC. AP n0k) (1410) LH ex 20; ROA c '~—GCB ` _ 7 IGN CONE SUHJ� _ ..�7 r STANDARD /' 1 STATION � Z EL. 218.31 F.F. (1419) SCALE �" = 4d VERT. 6 T 0 i w ? 06 EXIST. PROFILE - (30 O • TRAVERSE LINE i[i 0i O 7 (1410) +1 +co i Fe 155 L.F -8" CONC. PIPE & 2.50% 2 3 N x 2 (1416) E 220 iv -N 210 1 200 ,'S -r1 /! % 4 PLAN d PROFILE SANITARY SEWERS KENNYDALRE .. L.I.D. 286 RLB 10/74 RLB AS INDICATED -L/ ,I ( 1408 ) s 4, j Iry1 i II I u N 150 130' O 25' uY O z z 8-- 10' i e C, o �- EL. 209.38 Ul) EL. 205.28 I_ `i$ F F EL. 207.23 w Z F F O e ZOF , (1422) ( 428) (1432) I ( (° (1422) ��. F. p�0$ �I� W a � l� cr w 0 +00.00E 0 w P N ) I 150' ie aw MH -30 '� ;° & 12' 0 +_00.00 1 +70.50 r 2 Q TRAVERSE LINE INT. MH - 29 I z Z / z w C` EA - - - -- - - -- IOO O OE[E O _— _ - -_ -- - -i ----- --•-----TR V pp — GRAVEL ROAD _ TRAVERSE LINE GRAVEL ROAD �l i' TRAVERSE LINE 1 +20.00 -(0+02.00) I wM -- - - - -moo �. 2 +10.00 =_ -- MH -30 _�_ r T GRAVEL ROAD rc w LAMPHOLE MH -2'8 � 100 104.5 , -- --- - - - - -- � °a � ui W� 1 41 z �' ';;.I i ' ? ' fl (1436) tw w u, z_ w z w 2 1 +60.00 F a J z w i91 (1428) LAMPHOLE w z MH 29 W i� i g N n cr N EL. 205.11 lw a z w J� wa F ,� , J o mw CL W MEADOW AVE. N. of I4361 al I I � t�1 - I a. W loo' ¢ rn I I 23' 30' It M F i W t I i SEE PLAN LEFT „ 1432) S I"= 40' HORIZ. `'ALE' 1° = 10' VERT. 0 I 2 3 2 t 0 P _ 2 cn o CD _ N_M N z N � O _ uj Zn cr � ow u_ w 06 > W 00 ¢ Ow 06 OLL EXIST. PROFILE- O O N� 210 N t Lo Ow �! - TRAVERSE LINE O O +0 1432 _ O o, OEM �m ( 1408) +0 0 0 11428) � F E 210 +i 0 + EXIST. PROFILE- +N_ +� F' F (1422) F F N °a F F. (1436 ) 200 200 P L fi'WATER LINE. N O j z M' ? 190 (\j > 2 N > z of !90 Z r• W Z. 0) — Z Z _ LL... ,4,5- 3Z.,11L T CID r 160 L. F - 6° CONC. PIPE @ 0.60% 120 LF - 8° CONC. PIPE @ 1.90 % cr LL _ —w 172.50 L.F- 8° CONC. PIPE- @ 1.40 °f° 39.30 L.F. - 8° CONC. PIPE @ 1.40 % C 9r79g4 PLAN a PROFILE SANITARY SEWERS ° NA K ENNYDALE L.I.D. 286 _ RLB 10/74 RLB _ AS INDICATED 417 _ 36 12 13 10 -� -� 200 190 EL. 206.66 1 BASM'T. ( 3102 ) Lj - (0+05.0 EXIST. MH a N m{mJ I 3 N W (W!! 5' Ln 25' 25' M) Z �n PARK AVE. N. PP F----- 0-- -•i 6 "W - - �n ASPH. PAVEMENT I" m SCALE: 1 1 = 4om VERB. ® I 2 3 0 I 2 3 a X W Z� a _ 0 ui .""i m� z m a 03 - 0 0 0 LL. J W (3102) .__p {m o z BASk''f. i Loo + EXIST. Ct PROFILE O O� �I O. N O� M� O� o` °o 0^ L610 210 +" p a+ m - 4-0 +- O N 0 m EXIST. PROFILE L0 N 200 Z z I ► la o _ m l90 — Z _ z _ mn CV Lo 60 L. IF - 6° CONC. PIPE C'' 0.60 180 L.F - 8° CONC. PIPE 0.77 °o ,9254-57,5D W'CONC/ PJPE i�? �O 9/0 45-1 L1& /0 -79' �f PLAN & PROFILE SANITARY SEWERS (}j��mqq6 Y e _ E, N G $v H ,g A L E y r� L.I.D. 266 RLB 9/74 _. RLB- /r /• racy ✓ AS INDICATED 13 13