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HomeMy WebLinkAboutzS-2262Set UpdatedN CD N N N 0_� Qw Q � z s u, c� z oa _ H W z uu =3 J ~ W = 0 y cn j O O u p4 0 �E mE �E N O, 1, - = a Z w � o W U m m Q Q � w G Q '-L a CIO 1® w Lt� AL a CITY OF 'A HIN TO KENTU ww S G N SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10-13 SHEET 14 --------- ........ Alk COVER SHEET ALLEY BETWEEN SHATTUCK AVE S AND WH TWORTH AVE S ALLEY BETWEEN WHITWORTH AVE:- S AND MORRIS AVE S ALLEY BETWEEN MORRIS AVE S AND SMITHERS AVE S ALLEY BETWEEN SMITHERS AVE S AND BURNETT AVE S SMITHERS AVE S ALLEY EAST OF SMITHERS AVE S MORRIS AVE S WH TWORTH LANE S MAN AVE S GENERAL CONSTRUCTIONS NOTES AND MISCELLANEOUS DETAILS INFORMATION PROVIDED ASSOCIATES EXPRES RECOMMENDED FOR APPROVAL C7, WA S TEWA TER UTILITY A TE r) _c Iq_q_.. UTIL TY SYSTEMS MAIVAG R OA TE MAINTENANCE SERVICES MANAGER DATE FIF7 I T, Airport pa t Way Ave S� — -- -- — - �I S 2nd St t S 2nd I J r - 3rd S Uls j�_] JL �J l I 5hSt , n -S 6th S �J S 7th St i /4 f ICANNFD DEC 10199g 0 a r rn N (0 w N z � o N a Z Z a o YI M i W W 3 Q � ZJ� o W w Why ccCc W > _:ft:t < �W O CC CIO Q cc Z 3 Q � ♦� m < Q° �� ® p E- a Q �w c E = U :3 E \E -'N c C pi EL C� z -3: w=o O x , a ` NZo G U Vnn I ' O zj .6{{ Q a�N V) N 701 M. NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. 7SlL22i6202 0 W U m 0< z Q� ypJ C V1 W 2 o o w m C0 Q z 0 w 4,0.0.06 LF .OF. 8, .PVC _ SS 0 0.71 % MH 11 STA. �1+21 0' RT 20 REMOVE TING MH AND REPLACE Wl77-1 NEW 54" MH RIM = 4649.30.40 IE 8" N = :2+3a 24.33 AS —BUILT INFORMATION PROVIDED BY RINGLE & ASSOCIATES . . . . . . . .. . . . . . . . . .. . . . . . . . . W #2 STA.. 35+2.1 .0' .RT . . .. : i.... .. . .... REMOVE EXISTING MH AND REPLACE W%TH NEW 54" MH RIM = z3i�-S.e 32.53 IE8"S=25PL6}27.16 .............................. INV.e"PVC E 27-27........... ........... ........... INV 8" PVC W 27.29 EXISTING CENTERLINE INV 24' PVC W 23.22 --- — INV 24" PVC REMOVE EXISTING. SAN SW REMOVE EXISTING - SAN SWR ............................ a- �Nv s Pvc: N �v.� 'SCALE .................. .......... .. 64.01 LF :OF 8• �Pvc �S 00.42% 91;� 43 LF of s"P\,. .7 % INV 8" PVC- S 24.13 BOT 23.1 : H o r i z. 1 " = 20'' = 4b17 w ,tty, ,! j.: -30 Vert. 1 " = 5' = - _ - MH #4 STA. 35+21, ' 89' R T ............................................................ .............................................................................................................................. 5. .. E O .......... 54 "NMH 2 MH 3 5 j H. ,.s.).f<i, �/ REMOVE EXISTING M 2 NEW 4" MH 'MH ,�2 (SE ABOVE) REPLACE WITH NEW- pp�� RIM = 3t98* 31.56 RIM = 3i-8e- 32,66 �I 1E 8" E _ } 27.56 /E 8'� w = :ej;L F�, 27.92 pvwp-27-2242 LD ­12 4 02 '7CANNFD DEC 101999 rn ¢ 04 rn a N w z z C G y o Z a' co W o 02 ZJ c Oa 40 H" W ch Z OC W WW a = w HW o 3 � 1 Oct m � 3 Z o am m o w J N o; r Z _ O0 ® E -0 Q �w W n 0)a a o �E a 0� E �N !"'144'# c� 0o �o � Q �= o 0 o z zz _z V _ - O O �ww _ 1 boo (1) _ p 8 a cn a40 Q � U N U) 00 C w 0 m 30' V0R'�h T(:p� �O 5'/45' 50 2'/45'/4'/22' CONNECTED 4"CLAY 6' CONNECTED 4"CLAY I 3'/45'/3'/22' 6 CONNECTED 40CLAY 3'/22'/6� j45'/1' 39/45'/3' I CONNECTED 4"CAS" T 6 1' f 45'/3'/45' 2'/45'/79 4 9 CONNECTED 4"CLAY CONNECTED 4"CLAY MH I7 STA. 35+20 90' LT REMOVE EXIS77NG MH AND REPLACE W TH NEW 54" MH RIM = 33.-68t 32.87 IE 8" E _ la ee 27.81 MH op STA. 35+20 0' RT 3'/22-/4'/45 REMOVE EXISTING MH AND 7' REPLACE WITH NEW 54" MH iNNECTED 4"CLAY RIM = met 33.51 /E 8" S= P-1;z 26.92 6 CAPPED 18"/22'/5'6"/45' 7 CONNECTED 4"CLAY INV 8" PVC W 27.05 i INV 8" PVC E 27.13 E - O - o w 41 Z 71 w� II N REMOVE EXISTING CB o MH5 STA. 31 +20 0' R T INSTALL NEW CB TYPE-1°' OVER EXISTING LINE ~ 1, 41 REMOVE EXISTING MH AND (FLOWS TO EAST) REPLACE WITH NEW 54" MH rri cn RIM = e1-7-6 311.76 co IE 8" N = �4 24.39 w o c' INV 8 PVC S 24.69 INV 24" PVC E 24.07 INV 24" PVC W 23.89 4'/45'/3' 18"/22'/4'/45' BOT 23.7 7' 5.5' CAPPED t .CONNECTED 40CLAY 4 /45 /4 8' 59-6" 4'/ 45'/3' 3'/45'/4' CONNECTED 4"CLAY 79ICAPPED CONNECTED 4"CONC' 7' CONNECTED 4"CLAY 3'/45'/2' 5' CONNECT 4" CLAY MH #8 STA. 35+20, 92' RT REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH RIM = 33.3e 33.19 IE 8" W = :F&-re29.06 PLUG SIDESEWER TO SOUTH AF7FR RECONNECTION TO MH # 11 (SHT 4) 0' 0 m = o< � o_-D o o= W z w V Y O > D w a4 = a 31 + 00 32-+-- 00 33+ 00 34-+- 00 3 5 + 00 EXISTING CENTERLINE. . . . . . . . . . . . . . . . . . . . Q / 3 0 REMOVE EXISTING SAN SWR .......... ......... .............................. .. .................... w CO -. IN N EXISTING FLUSH PER STANDRD DETAIL 20' FT. ALLEY R. 0. W. 2'/45'/5' 7 CAPPED 3'/45'/3'/22'/1' 7' CONNECTED 4"CLAY 0 20 40 1" = 20' 3'/45'/3' 6' CONNECTED 4"CLAY NO TE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TEL EVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MA Y NO T BE SHOWN. THE CON TRAC TOR SHALL L OCA TE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. 2'/45'/3' 5' CAPPED 4'/45' 4' CONNECT 6" CONC 4•/27/2• 6' CONNECT 6" CONC S- 2?b ?03 25: MH6 STA. 35+20 0' RT 400.53 LF OF 8 PVC SS O 0.6 .. 3 REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH RIM = 60: cve: - 33.51 MH #5 STA. 31+20 0' RT lE 8" S = ��i-� 26.92 REMOVE EXlS7TNG MH AND 1E 8" E W = Pi z"F 2 t J REPLACE WITH NEW 54" MH INV 8'� PVC W 27.05 RIM = 3f.31.76. ............................. ................ ....... ..... INV 8" PVC E 27:13 - lES"N = i+.-46 24.39 ��- EXISTTNG CENTERLINE -. INV 8" PVC S 24.69 � - � - - - _ - ---- - -- --- REMOVE EXISTING SAN SWR REMOVE EXISTING SAN SWR .INV 24" PVC. E 24.07 _ . INV 24" PVC W 23.89 BOT 23.7 . 90 11 WwR-�7 -226z LF OF a PVC SS O 0.84% 98.6 LF OF 8"PVC SS O 1.96X SCALE " Horiz. 1" = 20' T MH STA. 35+20, 92' R Vert. 1 " = 5' MH 7 STA. 35+20, 90' LT 18 - 2 REMOVE EXISTING MH AND REMOVE EXISTING MH AND 36 + 00 .... AS -BUILT INFORMATION PROVIDED BY RINGLE & ASSOCIATES REPLACE W1 TH NEW 54 MH REPLACE WITH NEW 54" MH MH SEE ABOVE RIM =19 33.19 /� RIM = 3?r�8t 32.87� PLUG W = IFW R 29.06 SHT 3 of 1 1 `'t' iE 8" E _ �8-6C- 27.81 SOUTH AFTER RECONNECTION TO MH # 11 (SHT 4) S i 22,06 'CANNF® DEC 1 01999 N�) - m rn 0') z � Y o m z Z coiii■ 3 r Z W Z 0 Z w W F- VD 0 z J (A o 0Lu 0 W Z = LLI = 3 a' W Llj O� o �> v) CC c m r ` r U a a N ® Zm .Fr m Ir w d a rr. + 0 J Q 0 o .E- 0 CA �w a 0 E d m E � �, 44-11 C � F C� _z O ZW� - oo cn z H _� cn Q N 0 w m oa o2 o-j W Z W� D rn w o o i c> a _a- �Q �W CY)� '2'/45'/4' 6 CAPPED 4'/458/4'/45• CONNECT 4"CLAY 30' 40 30' I 3'6"/22'/' '6"/45- 5' CONNECT :'4"CLAY 2'/45'/4'/45- 6 CONNECT 4"PVC 2'/45'/4' 6 CAPPED` 2'/27/3'/45• 5' CONNECT 4"CLAY 31 + 00 32+ 00 33+ 00 .................................... ................................................ 2'6"/22-/2'6"/45- 5 CONNECT 4"CLAY 2'6"/27/2'6"/45• 5 CONNECT 4"CLAY 7 ,) 4+ 0 0 ... ......................... IE 8" S = A&39-26.10 ABANDON EXISTING FLUSH AF " BOX PER STANDARD DETAIL REPLACE SIDESEWER P,., �'TH IF EXISTING 6" PVC NE 28.66 8" PVC W 28.37 N 8" PVC E 28.39 3'/!22'/3'/45- 6 CONNECT 4-CLAY MH 112 STA. 35+2190' RT REMOVE EXISTING MH AND REPLACE WTH NEW 54" MH RIM = 3s &9 35.79 IE 8" w = 29.33 18"/2T/2'/2Z/ 14' 6"/45•/2' 20 CONNECT 6"CONC h 0 TE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER. SOME ACTIVE SIDE SEWERS MA Y NO T BE SHO WN. THE CON I RAC TOR SHALL L OCA TE t .•' LF OF ! ..,. e. oXISTING M 2 5 : MH 9 STA. 31+60 0' RT k� irivL 44TH NEW ` VH REMOVE EXISTING 'CLEANO•UT : AND. .......... RIM = 3r33 35.35 .... MH J12 STA. 35+21 90' LT z REPLACE WITH NEW 54" MH : IE 8" S = i8- 28.10 REMOVE EXISTING MH AND RIM = 32.92 y REPLACE h19TH NEW 54" MH IE 8" S = 26.64 : IE s" N = 26.76 : : : EXISTING CENTERLINE INV e PVC NE 28.66 : NV 8" PV I C W 28.37 RIM = 35.79 IF s" E= 3529.33 .......................... 1 1 1 1 1 1 1 1 "CANNED DEC 101999 rn o 'o 03 on ul cwa g CL Qo 4_1 0 E Ld p n 'E Lu w x 20 FT ALLEY R.O.W 0) m �l sy§ A g?+o POO =01, 31 + 0 32+00 33+00 ...... ............. .......................... ................. I ................................ 34+00 35+00 ................. ........................... ............ I., ........................ I I ....... ........... 2 NOTE" SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO, BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE AS —BUILT INFORMATION 3 6 + 0 0 PROVIDED BY RINGLE & ASSOCIATES ................ I I ......... v ................. ---------- 7 Z546 STY 30 r .... ......... ................. ....... ........... 342.65 LF OF 1.0" PVC Ss 0 VH #I - 74, �35+20 0' R T REMOVE -xiSTZNG MH AND MH j913 STA. 3I+76 0' RT REPLACE W TH NEW 54' MH: REMOVE EXISTING'CLEANOUT REPLACE WITH NEW 54" wRIM =ootee 36.64 25 RIM = 1E 8" s z3t;eo• 30.95 �5.35.49 ..... ....... ..... . . ...... .......... ..... .................................. ............ 1E,8"'s— t2s�2e_-f_29_.,62 IW 8„­P�b IE-8" N = 29.72 INV 8" PVC: W 31.00 EXISTING CENTERLINE ........................ ....... ........................ SCALE ........................ ............ Horiz. 1 20' Vert. 1" 5' "' if 15 S TA. - 35+ 20, 90'_ L T .00 LF OF 8" PVC I SS 0.97X I � � 6, S­ a 1.70 92.56: LF 0 10 30 1 .................... .... ...... ........ MH -116 STA.- 35+20, _,0 P.T. .... ...... ...... ....... REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH LJ T 14 MH #14 (SEE ABOVE z55A,919 37.18 1E 8" W = 3ft96 32.04 7) "CANNIFID DEC 101999 0 I r W a a w 1 C4 z Nw w u a 1 p" W � W O o � O caa �■I zzG� F4 E� rD O N r. cc N w Z Y Z z 1 N I .. z� W � W O ap zui oar zww W �W co 3 1= W Oy Ica �>- W I= = a W z c U) ♦♦w v+ IM Q° w Z O OLo � Q U z W l w r� �E :3 E m -, E MN c 0 110/45'/5'/45'/5' I 20' _� ZK NOTE.SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA Z o TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 00 Z MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MA Y NOT BE SHOWN. THE CAMERA COULD NOT CONTINUE N SOUTH OF STATION 2+38. SIDESEWER INFORMATION SOUTH OF THERE IS NOT COMPLETE. THE CONTRACTOR SHALL `" LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE W s� oo MH 19 STA. 0+63 6.8' RT REMOVE EXISTING FLUSH BOX AND REPLACE WITH NEW 54 " MH N O 0 U RIM = f6-9&4 25.91 IE 8" N = 22.37 = a INV 6"PVC S 22.33 Q............................................. .................... ...... INV.6"PVC SW 22.34.................................. BOT 22.4 I— m V) Q z 0 cn w ry MH f18 STA. 2+14, 8' RT REMOVE EXISTING MH AND REPLACE WITH NEW 54 " MH RIM = 26.60 1E 8" N = :20.9:3 22.06 IE 8" s = :e;..98 22.04 BOT .22.1 1 25 10' /27 /4 1 15'-80PVC SDR35 TO REPLACE OLD CLAY MH f17 STA. 4+32 9' RT REMOVE EXISTING CO AND REPLACE WITH NEW 54" MH RIM = "=r 27.41 IE 8" N = Ph 084 21.73 IE 8" s = :20.504 21.82 6 S%2.26.20 LL -17 s{ 1t 23613 � STERN Z Y.O E PIRES 9/11/ oU AS —BUILT INFORMATION PROVIDED BY RINGEL & ASSOCIATES Io j WwP 27-2262 r . 5 'CANNPO DEC 1 01994 U 0 V) r W X N rl N N W z Y O m o Z i '3 w W 1 � I II— LU co O W co J O CL Z Z c co = W H =W y O �>- Lu = cc W Z � W COP) H a ��rE (a/� . L O Q+' (n a � of >j F ' � Q O ` '(fT/-�� .. Lil _ U ) C E :5 E E olN C C phi 6 d D CD z 0 _ NO TE.' SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA _ Z p p U TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING o � z MAIN LINE WERE UNDER WATER, SOME ACTI VE SIDE SEWERS Q <� N MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. w o< m om W Z C9 o m :i� Z o U Y m zz Q cy a- Q rn w c .. .......... LLJ Z O cn w ry _J m a .................................. o ....... ....... 25:........ ............... ........ 20:........... ............ 0 0 II I Crl 00 00 O - O m 30 I w �N OPA 2+00 N 01 `15'19" E 466.54' 253.63 : LF OF 8" PVC SS 0 0.31 % 3+00 3+10.04 o �l - 0 4+00 4+6 .54 00 00 O Ul O b5l MH #21 STA J+ 10 04 9. 6' RT REMOVE EXISTING AND REPLACE WITH INt " MH RIM = :27-.99. 27.9z IE8"N=23.15 IE 8" s = i;3:ie23.22 1E 8" E = iL*99 23.22 41' EXTRA 8"PVC SDR35 TO EXISTING MANHOLE I . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... REMOVE EX/STING 8' SAN. SWR. RF_MOVF FxicnNC S" SAN S*R JJmn — to RIM 28.83 INV 8"PVC S 22.33 INV 12"PVC E 22.26 INV 12"PVC W 22.19 148.99 LF OF 8-PVC SS 0 0.55X r w z W _I o I Wwp-27-2262 -CANNFD DEC 101999 N z NW N u a l� W� 0 NW° 3W WEno 00 Zaa z F-+ .D 0 ri U w 0 a r i.i a LU w t a 0 N w V N CL D, a z x Z Z NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA Z o TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING Z MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS Q a ? N MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE w O� m p� Z ca m ; c� 60 w W W a w 5a x a VY O O U Q _a oa- : 0')w Lij...................................... m. . a Z c, w ry J_ m Q MH# 21 STA 3+10.04 9.8' RT STA 0+09.6 (E) RT. 0' REMO? E EXIS77NG MH AND REPLACE W TH NEW 54" MH RIM=27.92 1E8"N= 23.15 1E 8" S = 23.22 1E8"E=mmnpe 23.22 30 STALL 1,a 20 . ....... ...................... ..... ............ .... ............. ........ I ........ . Vert. 1' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0+ 00 ....:......... ........1 + 00 .... .2.� 00 MP4 !77 A "4 11 � 0' RT AND REPLACE W17H NEW 54" MH RIM = 2 9. 14 IE 8" W = m-3.99 PMG U'r B®T 23.8 U 20 40 20 PROVIDED BYRING..;ASSOCIAl 208 44RL22t :...................:..2.5.............. T z J L, WWP —J7— 2262 / f� �CANNFD DEC 101999 6 U w 'o n r w a CL N w w a i L w X N rl rn N N w Y O z W N I g « . .,. y+E C W r LWL J , R L s♦ cr- z Q vi 0 +� O C) wZo� N O N o �- �< Q �w cr �, CN C 10 ' c 001) a (j) E0 2 =v U Z O _U zs Z N Z O �OU rn i O 4 Z U) < a Q 4 V N V) ' --6-DUCTILE TOTAL 53' e I33'/45•+22•/32°/45•+227I 65' TOTAL NOTE.' SIDE SEWER SHOWN ON THE PLANS WERE L&Lft,L;L, vi,,i TELENIDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE 2" POLYETHYLENE WATER LINE TO ENSURE MINIMUM DISRUPTION OF WATER SERVICE TO THE CUSTOMERS, THE EXISTING WATER SERVICE IS OLD AND MAY BE DAMAGED DURING CONSTRUCTION. THE WATER SERVICE LINE AND INSTALLATION SHALL w MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY Q o o U OF RENTON. THE CITY'S PROJECT MANAGER WILL AQUIRE w o W ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF THE o Q < WATER LINE AND SUPPLY THE CITY WI TH ANY INFORMATION REQUIRED FOR PERMITTING, o a - a_ Q 0') � w � o I � I .............................. m 25 ................. I ....... .. I SSMH — 46' I RIM 26.60 n 1 Y 23M STE 1 L yes 9/11/00 25.41 " 19.82 RECONNECT EXISTING SEWER FROM SOUTH C S , 19.80................................... ...... .................. ....................... ... BOT 19.8 'md I .. ....:............ .20+0.0..... :............... o WWP -27- 2262 Z REMQ.VE FXIS77NG 8" SAN. SEW 6EA40VE EXISTING 8" SAN SEWER' AS-6ULT INFORMATION 20 - ........... Aft�... -= 240.8 LF Oi� SS ® D �, R 'TANNF13 DEC 10 1999 0 V Z z z w F- 0 a Z m 0 w 0 a n r W a cy w cL N Q N N I\ N w z �m Y o W o Z z = O r^'I CL Z W T- � H W V O ZJ ~ y OW Wac Wto ~W coo Q 5 ~ W Z > V+ Z 4 0 Q� Z 0 0 o.E- L O _ � Q w d. D E m E �N aj C !Q40 � v �CD m m m� J .. (J� Q �Z W� ]N K W/22`e20' 26 CAPPED S/226/23' 2 /21 ' 4'/2225 CAPPED CAPPED 4'/225�21' INV 8" PVC SE 34.49 5'/22'�21' 26 CAPPED 26' CAPPED Lv ! ! ! Lij I 26'/45- 26' CONNECT TO 40CLAY F- W .., _ _ 9+50 14+00 1 , 1 +00 � . z _ ,emu ,. ,.,, .. — W L / 2+00 ! 1= 1 ! .... + 0� Al� ! 14 0 — f MH #30 S TA, 13+25 5' L T, V) = NOTES: 1 . EXISTING SIDE SEWER ARE SHOWN AS BLS i ESTIMATE z T =� OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN _ Z N W K �� ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARANTEE V! Q Z F < STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL in SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE IT ABUTS THE WSDOT CONCRETE RETAINING WALL. Q U wzW� Q Q �ooW U K 2. 435 MAIN AVENUE SOUTH (CITY RECORDS > N (� 0 0 < SHOW A SIDE SEWER TO THIS BUILDING In FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) _ 0 Cr- MAY OCCUR ALONG MAIN AVE. S.) rn rn W � co 0 x ........ 45 LLI................... o m z 0 vn w ry :.............. ......................... :....... ..:.... 40..:...., ......... ...............................I....... .35..:....1 K 2k lu'�� UPH TT 1� GR19 MH #2 9 S TA, 10+10, 26 5' L T. REMOVE EXISTING MH AND REPLACE WITH NEW 54 " MH RIM = -4-14 41.02 IE 24' WEST = �� 32.58 (MA TCH CR WN OF EX, 24 ") _ _ m —L,_L 97z INV 24" PVC NE 33.97 INV 12" PVC N 33.84 ...INV .8" .PVC- SE: 34.49.... .............................. . MH #30 ETA, 13+25 5' L T INSTALL NEW 54" MH RIM = -4ELz94 42.46 IE 8" SOUTH = 05-,�19- 35.61 IE 8" NORTH = z3, & 9 35.66 II REMOVE EXISTING SANITARY SEWER 4 1 �_ 315:22 SS a :0.56X.... . ......... .......................... ............ :.....30..:....:.............................. . ..... ......................... ...... .REK7VE:EXISTING :......... SANITARY SEWER H q �..� SCALE Horiz. 1" = 207 Vert. 1" = 5' .................................................................................................................................................................................................................................. 10:+00 11 +00 12+00 13+00 0 20 40 1" = 20' AS -BUILT INFORMATION PROVIDED BY RINGLE & ASSOCIATES ..:.45...... 40.... 35........ ,.+oo SHT 10 of .14 z z Wwp-27- 2262 ,/1 f^CANNFD DEC 1 01999 0 0 z w m x r O (5 z m 0 N NOTES: CO N 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE t i N z Y ? OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE 15' I SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN CONNECT 60PVC -y • I ARE BY re Y:� CONNECTIONS AND THUS DO NOT GUARANTEE 6f /22'/6t 22 /6, 19'/45'/8'/45' N STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. 24' 18 " 27, 0 2C 40 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL CONNECT 6"PVC CONNECT 6 CLAY CONNECT 4"CLAY o SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS + SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY r LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT 23 5 /22•/14 oc REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE CAPPED 19' 26' 1 s I o' M,• /,2' Mq• CAPPED r+woorn a 0 U w a r ULJ Z N u a U 0 a L w w X N Q N w N z N I w a 0 ~ N W t W co 0 O ZOa o HW + W� r W F.. =W � Occ ca ui z Z W L Qo m .c a C �.E a W 2 a. �i ) �a �E E E CN 4 c c.� NOTES: 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARENTEE STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. z r., AS -BUILT INFORMATION PROVIDED BY RINGEL & ASSOCIATES Q v ma wz a U w C N 0 0 U 0. . . . . . . . . a_ Q Ld rn � Q MH #32 STA, 19+ _96 5' L T, I LEI _Z J U F— SIDE SEWER REPLACEMENT 22'/17' STA. 20+76 LT. INSTALL CONNECT 6"GONG SURFACE CLEANOUT MH #28 STA, 21+40 6L T, 27/17' AT CURB LINE CAPPED REMOVE EXISTING MH AND I REPLACE WITH NEW 54 " MH TOP 44.84 C 900 MH #33 STA, 20+76 5' L T, 15'-6"PVC RIM =445.21 INV 10"PVC E 43.02 CONNECT 4 PVC IE 8' NCJR TH =� 39.34 BOT 41.0 REMO VE EXIS TING MH AND BOT 37.33 STA, 22+53 2' R T, MH #33 STA, 20+76 5' L T, INSTALL NEW 54" MH RIM = 4 4,994 44.87 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH IE 8' SQUTH = � 39.29 RIM = 45.14 INV 3"STEEL N 39.46 IE 8' SEUTH = 39.m54 INV 3" S IE 6' WEST = �4 INV 6" P� .................50............... ................ olml........ 45 MH #32 S TA, 19+ 96 5' L T, MH #28 S TA, 21 +40 6' L T, CAPPED 0 20 40 1" = 20' 4 ....... 45 c41-4 H NW Nw a 1 a z� ell wo �C/)� oar a WzW x 0 N N w Y z Z o I U n � /A z z O 5 z w y 0 o Lu v o z Z m j ®M o O Lu ZCC uJ = W tta ~W = w a = O v♦ + � Q CO) > y W Z wLu a a Z Q CL a CO)w a 0 u i +� p CJ Q� o� V a �z u,- o.E � Q m W _DLLJ a- ~ �c a o �E O a — � m E �E F=l �N c C LL w w X MR Z = ld d 0 U Z O _ O SL NZ�O 0 U z 0 F < o Fa Z GO 22' CONNECT 4"CAST IRON LOCATE EXISTING SIDE SEWER NEAR SOUTH SIDE OF FUEL ISLAND & CONNECT. COORDINATE 2'/45'/22' W% PROPERTY OWNER 32'/45' 16'/45'/9'WYE RESTORE TRENCH SECTION 57 CAPPED j I REMOVE EX. S.S.M.H : 0 2C- 40 Imo■ 1 " = 20' MH # 26 S TA, 26 +85, 5 6' L T. REMUVE EXISTING MH AND REPLACE WITH NEW 54 " MH RIM = 4 4, 08 TTc-t9l 4r"a F44 - "'�� INV 100STEEL S 36.83 Tr 1"i,Y rAC`T A I /rf`T - n3' 7n RECUNNEC T EXI S TING SE WER TO NUR TH W/ 12' PVC SS PIPE AND � CAPPED FERNCU CCUPL ING UR APPR VD EQUAL INV 12"PVC E 36.55 39 INV 12 PVC W 36.50 Q CAPPED BOT 36.5 CAPPED CAPPED 'J MIJ 4a7 lZ'Td �'?�Qd 41 f T REMOVE EXISTING MH AND REPLACE WITH NEW 54 ' MH RIM = - 44.80 INV 10"PVC S 38.21 INV 10"PVC N 38.15 _- _ .- -6 F _ e, 7zl INV 8"PVC W 38.60 BOT 38.3 4'/22'/27'/22'/8" 39' CAPPED MH #27 S TA, 23+84 6' L T, mQ mm 0 Kt MU V t t A 1 J/ 1 /V U MH l P/VJ/ o Z o 0 REPL ACE WI TH NE W 54 " MH a RIM = 44,-jxF !+ 44.80 v�i o o a - -,q--7+ INV 10" }- INV 100 o�� o� i.irc "- -- - INV. 8" � Q . BOT 38.3 rn rn w 101 Q 0 ......4.5........ :..._ JLJJm I�il - l� III lellmol � I I � Vvyll i i -0 Vert. 1 " = 5' gK rAK&I C F.-ltM�1WAn REMOVE EXISTING MH AND REPL ACE WI TH NE W 54 y MH RIM = 4 4, 08 IE 8" SOUTH = 9i?-4z"Z INV 10"STEELI S 36.83 INV 12"PVC E 36.55 INV 120PVC W 36.50 BOT 36.5 ............................... ......................................................... 25+00 26+00 27+00 23613 AS —BUILT INFORMATION PROVIDED BY RINGEL & ASSOCIATES .......... ......... .... ...... SHT 1 f 14 �CANNFD DEC 1 01999 0 U r w Ir x =-_ t ~CANNFD DEC 1 01999 0 0 0 N co N N I N Q H Z W W 0 Z 4 O W Z OC ui W =3 ~ W �c* 0 co >- z a E \E 49SN C 16, a� g 00 a <� w o ,J m z 0 6 z 1 -+— _" � 7 m P ---- �k 2nJ \\ v w co i E _ LF f a CITY OF RENTON, WASHINGTON SHEET Q� o° w Z N,E O O iE 4 SHEET �z �w 6 SHEET 7 �o 8 E 9 SHEET E \E 49SN C 16, a� g 00 a <� w o ,J m z 0 6 z 1 -+— _" � 7 m P ---- �k 2nJ \\ v w co i E _ LF f a CITY OF RENTON, WASHINGTON SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 -13 SHEET 14 iX 'loll COVER SHEET ALLEY BETWEEN SHATTUCK AVE S AND WHITWORTH AVE S ALLEY BETWEEN WHITWORTH AVE S AND MORRIS AVE S ALLEY BETWEEN MORRIS AVE S AND SMITHERS AVE S ALLEY BETWEEN SMITHERS AVE S AND BURNETT AVE S SMITHERS AVE S ALLEY EAST OF SMITHERS AVE S MORRIS AVE S WHITWORTH LANE S MAIN AVE S GENERAL CONSTRUCTIONS NOTES AND MISCELLANEOUS DETAILS r F� EXPIRES S/27/97 5- 226215 RECOMMENDED FOR APPROVAL WASTEWA —TER UTILITY DATE \ U , 10 JucY 9� U ILITY SYSTEMS MANAGER DATE TENANCE SOWCES MANAGER DATE a LID Airport Wa CD 's -7 2-6ais V i 0 >n a a a a 0 Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i a° ry 6 hT, - -- cv 0E (— a sot -329 �_ °m as p�W D C O a i 1 � �E wN ti a 4 o� j i N P RKING n CL MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS V! F f AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE � i W a, W 3 i zap � SI s f O jL I Lu w Z OC 0 0 W � V! =3� =W 0 � y H a� 3 m N m d Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i a° ry 6 hT, - -- Q Q 0E (— a sot -329 °m as p�W D C O a i 1 � �E wN Paved i.SPtiA x � O i( o� Z 0 Q _ 0 LL� ol� S 0 w 0� n o --- I jw �s I n « It - F a 0 N p,f i:, rn a o, a�wN m gn Inzz? p" mi+tgA wl i »u _ wzrvvO .ate 30' f f i f i I I jI i 30" S E C.B. RIM- 31.21 1 Si. ANTONY SCHOOL LE 6 . " W. =30.3 g f MH Al STA. 31 +21 I' RT ( ( x:336 ( I !- I.E. 6" E. =30.2 REMOVE 15XIS77NO MH AND C I REPLACE R17H NEW 5p" MH I - RIM = 30.60 f I \ \\ IE 8"N = 24.30 ( P I ASPHALT S IE 18" E,W = 2330 - avad PARKING �,r ..✓ �_. I 1 1y` j —__. _ —_._ _____. .—_ I{ I Gross Cx'ass AsAh. - C.B. RIM =31.90 Paved f LE =31.15 Aaph.Pove o a i F ONv'EMT to e I i scwoa � I PORTAE�E MH Aj STA. 35 +21 63' LT NEW 54° H RIM = 31. Ok IF 8'-F- =.27.41 �20 FT. ALLEY R.O.W. I IGYBd y it 0 .LINK + — t u ASPHALT PAVING 1 0 $ —`- -- -- 1 s .ASPHALT ° Asph. ( MH 2 STA. 35 +21 O' RT REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH RIM = 32.50 IE 8'S= 27.07 d E8'E,W =2716 H }ff Brick { FO,PRLAAiCU IDESEWER Sh*,d 1 1 °� . N lF 1S71N� it It w 1 0.0. Rlly"= 0.19 ? i I . t.E.6' .Ei=26.4 a 0 d a I I I REMOVE EXIS77NG MH6ANDT j - LAµ32*82 -NEW 54 " MH - — I IE � 6'Conc lfaik W11 9v00ggi AY(go Z )o r 20' n - -- - -- I l 0 20 40 sot -329 °m I D 20' a i 1 � 0 � 1 Paved i.SPtiA x � O i( j i P RKING I( scwoa � I PORTAE�E MH Aj STA. 35 +21 63' LT NEW 54° H RIM = 31. Ok IF 8'-F- =.27.41 �20 FT. ALLEY R.O.W. I IGYBd y it 0 .LINK + — t u ASPHALT PAVING 1 0 $ —`- -- -- 1 s .ASPHALT ° Asph. ( MH 2 STA. 35 +21 O' RT REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH RIM = 32.50 IE 8'S= 27.07 d E8'E,W =2716 H }ff Brick { FO,PRLAAiCU IDESEWER Sh*,d 1 1 °� . N lF 1S71N� it It w 1 0.0. Rlly"= 0.19 ? i I . t.E.6' .Ei=26.4 a 0 d a I I I REMOVE EXIS77NG MH6ANDT j - LAµ32*82 -NEW 54 " MH - — I IE � 6'Conc lfaik W11 9v00ggi AY(go Z )o r 20' EXPIRES 8/21/97 I IS -262 n l 0 20 40 sot -329 I D 20' 0 j NOTE.' SIDE SEWER SHOWN ON THE PLANS WERE LOCATED NA 7ELE�IDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG I( MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE f AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE i NEW SEWER MAIN TO THE PROPERTY LINE. a, 7 i � SI s f I 0 0 I EXPIRES 8/21/97 I IS -262 m a W a x mE vE prN 401 O d Q o.. cm Q Q E 3 Q (0 w .. W c 3� a FkL 04 N N Wa W o V 3E z 4 C J to H Z= d UJI W 6 0 W Oy r N >; H d 4c m to mE vE prN 401 O d Q o.. h o Q Q E 3 Q H W �c o' o cE mE vE prN 401 O d 3 O a " z O 0 0 y p /L406 WHiTYVOR'IN iiii f � ^may Grass 17� OAR Asph. 7 S I i 1 kill f \ IIII i C. B. RIW�r31.19 1 'Conc of w 14] 30' t 1 I i I GARAGE I ( I TG $32? II �o j — �pI o E GARAGE I GARAGE GARAGE I�caRAGe i1 ( G.aII 1 i I l 318 i To14 p II To ¢330 To #326 f —JI I -- LE. RiM= 2%.rl REMOVE EXISANG C8 I£. 6° E. =28.5 j H 5 STA. 1 +20 0' RT CHURCH INV�SQrRRALL NEW CB TYPE -1 I,E, a' N, =28,4 O REMOVE fX1S lNG MH AND (FLOWS TOnEAST) E j i.E. 8° S. =2B.3 REPLACE WITH NEW 54" MH RIM = 31.70E < ( IE 8' N = 24.40 I I A 01 LE 18° E,W — 23.90 _ GCa89 F ( Cars. - i i ! I BRICK ! CHURCH po6 Grass' o t 4 -j ° (q;j REPLACE WITH NEW 54" MH RIM = 8300.1 IE 8" E; = 28.00 1 MO EXISTING MH AND PAC WITH NEW 54° MH A = 3360. 8'S =2Z 17 8° EJ�W = 27.27 1 V L1310 WHI WORTH AVE. S. I Grov. Conc. M Asphalt f — Grose 1 GARAGE i(` i SHED _ Il TO '325 GARAGE I N a {- s I TO f?321 ---� Gray. ° j{�� ! rn ice— jd I i i Asph. ( p a I C.S. RIM =3127 ! j LE, 8' N,E @29.3 1! I.E. 8" S.=29.2 Y4 1 1#327 MORRIS AVE, S, LL— I ! F— I- I ❑ F- i ,- -i 1\ � I 1 {,Sit. MORRIS AVE. S. I! i ,.5 STORY HOUSE STOftY 1 STORY OFFICE ! i OFFICE II MH WS STA. 35 +20, 92' RT I $321 III }j315 I; REP ACEEW7TH SIIN6 MH NEW 54" AIR '! RIM = 3330 I 'PLUG ! 8 "W =28.15 +E! SOUTH AOFTER RECONNE077N i I -�� I �� TO MH Jj 11 (SHT 4) 1 NOoI1ob AT°D 10" I I I I Aapir. Paved ( ( 8'Conc. Walk s 1 s ( S. 3RD ST� I pa' ed ( Asphalt r -20' FT ALLEY RO.W, I ( Grovel 0 20 40 1" = 20' NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEWDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. ° eo � '�S70NAL Ew S 1 EXPIRES 8/21/97 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 a... .... ... ...... ......................... ...... EX1SANG'CEN7EiLINE. ....... ...................... ............................ .................... ........_............... ____....................... ...__................ ................ a ... 3 0 . REMOVE EXISTING SAN SWR 3.0. 0 'POWER : — ° EY,l3TlNG C$ EXISTING A" STORM � � EXISTING C$ 6" WATER telephone (approx. locations) 396 IF OF 8" ® 0.707 ..... ` `" . ...... S 2` SPQRAI : MH N6 STA. 35 +20 O' RT ...... ............................... .................. ........ .......... .......... ..... ............... .... .............. :.REMOVE'EXIBRAIG MH 'AND... 25 ....... .......... S . . .......... . MH 0 STA. 31 +20 0' RT : REPLACE Wt7M NEW 54° MN 621 ;7 : RIM = 3360 r :REMOVE EXISTING MH AND lE 8' S = 27,.17 20 REPLACE WITH NEW 54" MH i£ 8" E,W = 27.27 ... ...... ... RIM .= 31.70 ..... ...... .............. ............................... .... ........ ............... . ............................... .........:.... :... ....:. ...... ................ .... .. z ...: if 8" N = 24.80 3 90 NG CENTERLINE ....... ........ ...... .... . O :!E 18° E,W = 2 — — EXISA IERL7NE Ln L y — —;— — REMOVE EXISANG SAN SW — — REMOVE EXISTING SAN SWR — — _ . 30 : __ -___ _ _�:�___ __ �__ 30 SCALE 86 LF OF 8' ®;0.85% 88 LF Horiz. 1" = 20' .... ...:.........:.........:.. .....:... _ Vert 1 " MH #7 STA. 35 +20, 90' LT 2 5 REMOV£SEX /SANG MH AND T . REMOVE EXISTING MK AND ........ REPLACE W17H NEW 54" MH ........... ......... ......... ..... ........ . REPLACE W774 NEW 54" MH MH 6 (SEE ABOVE— RIM = 3330 p S N T 3 of 14 RIM — 33.0. : : : lE 8° W = 28.15 fl IE 8" E = 28,00 PLUG SIDESEWER TO 10Z SOUTH AFTER HT4) EC770N TO MH A 11 (BHT 4) . . h o 3 O a " z O 0 0 y p /L406 WHiTYVOR'IN iiii f � ^may Grass 17� OAR Asph. 7 S I i 1 kill f \ IIII i C. B. RIW�r31.19 1 'Conc of w 14] 30' t 1 I i I GARAGE I ( I TG $32? II �o j — �pI o E GARAGE I GARAGE GARAGE I�caRAGe i1 ( G.aII 1 i I l 318 i To14 p II To ¢330 To #326 f —JI I -- LE. RiM= 2%.rl REMOVE EXISANG C8 I£. 6° E. =28.5 j H 5 STA. 1 +20 0' RT CHURCH INV�SQrRRALL NEW CB TYPE -1 I,E, a' N, =28,4 O REMOVE fX1S lNG MH AND (FLOWS TOnEAST) E j i.E. 8° S. =2B.3 REPLACE WITH NEW 54" MH RIM = 31.70E < ( IE 8' N = 24.40 I I A 01 LE 18° E,W — 23.90 _ GCa89 F ( Cars. - i i ! I BRICK ! CHURCH po6 Grass' o t 4 -j ° (q;j REPLACE WITH NEW 54" MH RIM = 8300.1 IE 8" E; = 28.00 1 MO EXISTING MH AND PAC WITH NEW 54° MH A = 3360. 8'S =2Z 17 8° EJ�W = 27.27 1 V L1310 WHI WORTH AVE. S. I Grov. Conc. M Asphalt f — Grose 1 GARAGE i(` i SHED _ Il TO '325 GARAGE I N a {- s I TO f?321 ---� Gray. ° j{�� ! rn ice— jd I i i Asph. ( p a I C.S. RIM =3127 ! j LE, 8' N,E @29.3 1! I.E. 8" S.=29.2 Y4 1 1#327 MORRIS AVE, S, LL— I ! F— I- I ❑ F- i ,- -i 1\ � I 1 {,Sit. MORRIS AVE. S. I! i ,.5 STORY HOUSE STOftY 1 STORY OFFICE ! i OFFICE II MH WS STA. 35 +20, 92' RT I $321 III }j315 I; REP ACEEW7TH SIIN6 MH NEW 54" AIR '! RIM = 3330 I 'PLUG ! 8 "W =28.15 +E! SOUTH AOFTER RECONNE077N i I -�� I �� TO MH Jj 11 (SHT 4) 1 NOoI1ob AT°D 10" I I I I Aapir. Paved ( ( 8'Conc. Walk s 1 s ( S. 3RD ST� I pa' ed ( Asphalt r -20' FT ALLEY RO.W, I ( Grovel 0 20 40 1" = 20' NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEWDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. ° eo � '�S70NAL Ew S 1 EXPIRES 8/21/97 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 a... .... ... ...... ......................... ...... EX1SANG'CEN7EiLINE. ....... ...................... ............................ .................... ........_............... ____....................... ...__................ ................ a ... 3 0 . REMOVE EXISTING SAN SWR 3.0. 0 'POWER : — ° EY,l3TlNG C$ EXISTING A" STORM � � EXISTING C$ 6" WATER telephone (approx. locations) 396 IF OF 8" ® 0.707 ..... ` `" . ...... S 2` SPQRAI : MH N6 STA. 35 +20 O' RT ...... ............................... .................. ........ .......... .......... ..... ............... .... .............. :.REMOVE'EXIBRAIG MH 'AND... 25 ....... .......... S . . .......... . MH 0 STA. 31 +20 0' RT : REPLACE Wt7M NEW 54° MN 621 ;7 : RIM = 3360 r :REMOVE EXISTING MH AND lE 8' S = 27,.17 20 REPLACE WITH NEW 54" MH i£ 8" E,W = 27.27 ... ...... ... RIM .= 31.70 ..... ...... .............. ............................... .... ........ ............... . ............................... .........:.... :... ....:. ...... ................ .... .. z ...: if 8" N = 24.80 3 90 NG CENTERLINE ....... ........ ...... .... . O :!E 18° E,W = 2 — — EXISA IERL7NE Ln L y — —;— — REMOVE EXISANG SAN SW — — REMOVE EXISTING SAN SWR — — _ . 30 : __ -___ _ _�:�___ __ �__ 30 SCALE 86 LF OF 8' ®;0.85% 88 LF Horiz. 1" = 20' .... ...:.........:.........:.. .....:... _ Vert 1 " MH #7 STA. 35 +20, 90' LT 2 5 REMOV£SEX /SANG MH AND T . REMOVE EXISTING MK AND ........ REPLACE W17H NEW 54" MH ........... ......... ......... ..... ........ . REPLACE W774 NEW 54" MH MH 6 (SEE ABOVE— RIM = 3330 p S N T 3 of 14 RIM — 33.0. : : : lE 8° W = 28.15 fl IE 8" E = 28,00 PLUG SIDESEWER TO 10Z SOUTH AFTER HT4) EC770N TO MH A 11 (BHT 4) . . OE�r�Ilf� C�/ 0., x g -��ery vr- ,2...�-- �.:�.t•a-= --.° c� �� L 04 Z (�,I W d —_ _� + I i ( t a _..�_._ _ MH f S f27 LT --- ---�� C.B. RIM RE OVE E S77NG HAND ( �' 1 I ECONNECT £XIS77N SIDESE R I I.E. 37,8 RELACE 7H NE 54' MH E I I TO MANHOLE 17 F ( Z. H 4i I PLUG AND ABANDON ((( RIM = 34 0 I I E 29.35 I I I SIDESEWER IN PLAC " ! I j E• =•3 90 90 o 1—W W ZIIZ4! -� LLI SGM,H.� I RI I I I I ! I i_ RlM =s3.as i y ( ( E #322 MORRIS . .. — . _ .. w . . I AVE. 3. I tr"32G MORRIS I S.[ { I I AVE. S. ( E ft14 W ui w O O ( j i _ #31 E ;f 370 MORRIS I ! i f ( b530 MORRIS } 4 MORRIS AVE. S. 3d4 MORRIS t (® I t # AVE S. } j/334 MORRIS Ate, 5. I I /4i23 taC/[ai55 _- A`!E S. E E I j I E 1 1 I 1 STORY I 6E I _ AVE. S. —_ RYE. S. Steps I I I STORE E X340 MORRIS ' 1 I I E u, >- 1 s� °5 j I — I— i AVE. S. E-.-_, w Z m SET CHISELED SQUARE IN CONC Y7.AUH I G K L - - --I` Steps I fff I r'i A7 P.C. OF CURB AT 44 COR. �INT'. 1� j i I I i. E ( II -I MORRIS AVE S. E S 4TH ST s a n ELEV. 3248 s 14 +� Gress O i 20 FT. ALLf R.O.W. Gravel � ' �� '` �" 1- `�° Grass Gravel o P o 1� � In ^- As h, Grass Grass Asp h, I " " °,4RAGE I '3328 !I j GARAGt' I GARAGE �I w --ucT —ucr - v -_ �- _.I -P TO #32 0 tm i "- s3c -- _1... I_ E -7- JL TO 79 LL�� r a 1�1 _ �. - y$ - ucr ---- -- _-"._ - ._ e sr w '-- - % 1 - �.-or I -c�- - --� �.0 `t� �=J __ Glean Out -- E -. - - _ .._ _ _ — POVOf± N _'..j� — - Ev /» — '°__ - �' j O J a y:c O Q o E vC �r 0 , S'W U __'°_' _ _ V `sue ii -. # . _�__ A hall .__�., w 0 aw - — - Gross � - � -=.�:: �,= -� .��_ _. -. i � :.vr.� : =:— .. - ...._ .. - - � < o Grovel -- GARAGE ' GARAGE F I � - ­Groval � �— - - F= -� =°�� }� I .. 1�-1 W d �y ct I I TO ''/347 11 �? 70 ; 33! GAP,AGE E GARAGE I o I i NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA II - - - - -`- - —I < m �I (E �� - GARAGE TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 0 I `-'_ -= t=_._- �_._ —=, vz I E TO $329 I 70 #327 �` �y Q o p m E w y L- I I MAIN LINE WERE UNDER WATER, SOME A077VE SIDE SEWERS - #377 1/2 I I Ei _,-,�,^ J MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE C i `'----° II = ( AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE a N o? MH 9 STA. 31 +60 0' RT I t j If SMITIiERS AVE. I NEW SEWER MAIN TO THE PROPERTY LINE. �! i i I 1 REMOVE EXJS77NG CLEANOUT AND : �- I ! I c 1 REPLACE W77H NEW 54'1MH I O { RIM = 33201 j ( I MH AND Grmel ;RE 0 STA. 35 +21 AND E REMOVE EXl O- 8 S lE = 26.50.± ( H N I 1 REPLACE WITH NEW 54" MH 1 - 8N 1£ = 26.60 I :1E 8" S = 28.39 :ABANDON E JS77NG FLUSH I I E7:ESTIPit> tbH STA. 37 +15 . I I ! I IF L CE I 28.49 BOX PER Si I REPLACE SIDESEWER I NDARD DETAIL & RIM = 33:4 I I 1 _. ;NORTH IF EXIS77NG — E8 "E,w 26.3 j I I IE6 "sa26,9 I IE a" lu a_s..s z _ € w& I ( I I I MH 812 STA. 35+21. BO' RT I ( I { I :REMOTE EXISTING MH AND ! 1 SMITHERS (I I RM REPLACE 569 NEW 54' 4 <y lE 8' W = 29.35 I I I I I I ( Is, (:o;to, gORNS N B _ v 1 30' 0 Ot 30• ( I I I 15707 gall sera 4n t�l�n0 I i IL-_ _ I I Ix• I _ h�4. 2 - _ w m= 01, GISTER� °,��� o s= /OVAL EN 31+00 32 +00 33 +00 34 +00 35 +00 EXPIRES 8i2'i9' Q W o LL L EXASPNG CENTE approx, location gas 35 35. x .... ........ ............................... . .............. ..- ... ....T ........ .....,... ... ..... ... ..... ...,.. ......:........_:. _..... ............... .. _.... ...... ....._.. ...._. ...._. .,.._. - - .� .� ...... .......... ... - ^.....,..- p location ten.. _ a PPOM. 9 ep i e \ - REMOVE EXIS7lNG SAN SWR _ approx, 100ation - _.._ -, -_ _.. _ - - _ -..- - _ �_ __ .- -_ 30 °.:.... 30 (.: ... .........:... .... ........ i l 357 LF OF 8" ® 0.509 S 22621:8 MH f0 STA. 35 +21 O' RT REMOVE 25. ` - AND - MH 9 STA. 31+60 0' RT REPLACE WITH NEW 54 zz .... ..... ............. ............. _............... EXISTING MH STA.3f +95...... EX1 77NG C ... ....... ... ............:........ ....____............ ...... ............. _ .. ... ...... ....... ...... .............. RIBA ,_ 33,40 � � REPLACE WITH NEW 54° MH ; _ _ IE - 35.39. � MH f2 STA. 7NG M AN LT !E 8' S = 28.39 REMOVE fX7ST(NG MH AND !E 8" E,A' = 26.30 RIM = 3320.± lE 8- E,W =:28.49 REPLACE Wt774 NEW 54" MH IE 8' S = 26501 EXIS77NG CENTERLINE iE 8" S ::. ?.6.90: RIM = 34.80 W : lE 8" N = 2660 IE S' N - 28.30: t approx. location tax 1 - IE 8° £ = 29.3Q :35 - - - .... ...................... ........ ...... ....... ................ ............ ....................... ..... _ .. .. ... ... .... ..... ..... ... .... .......... ......... ....... ........ ..... ........ SCALE : : ; : : �_ REMOVE EXISTING SAN SW77 i - _ .,, " 4 - - - i - REMOVE EXISTING SAN SWR - H o ri z. 1 " - :20' — - -- Vert. 1" —:5' - - - -- — - - - -- _.- -u — 30 .................. .... ........ :123LF OF 8° ®O.BSz ... ..... .8B LF OF'B °'® 1.09" MN STA. 35 RT q S H T 4 of 14 011 +21 127' INSTALL NEW 54 MH O RIM = 35.691 : MH #10 (SEE ABOVE) JE 8' W := 29.54 I m m w m Cm Z Aye, go F%ft L632M2,916yo N W i® I 1 I I MH 5 STA. 35 +20 90' L -9 W V I REPLACE'Wl7H NEW 54" MH w 00 .L Oct 'O ���YN11 ' _ i I RIM = 36 00 I 1E 8" E 31.96 r J C I ( J W y Z GC j I MH 414 TA iMF,du H p ui I I & I MH NEW 54 "MH I �.' I I.j o {j� ! } o > `{( - \ II Dook I 1 f 3 RIM = 36.80 IE 8" S = 31.00 I IE 8" £W = 31.10 {iJ O E I 1 1 #34Aa11-1 ERS .'.• i _"C f;enss I ppp , I (I 6'Wood Ence. i L s 1 °i `t �' ._....!'- ._y7 -„i I [Op, --_ I ; _ I i '10 "m520+ I TO X52 k'- -- -�c ---a' •-_ I_�x_� g 20 40 .. a d y Z m � ^'. m w { 1 .._.._ e_ AVE. . #3 0 Sd� THER5 VE. . i && I .._. �� ov I d __ Gravel '(.-'- �30 i(2 I {I �SMlTHERS I� #32A IStERS f I -__.� �`_ - Gravel GAR BE II .. 'i ( StiEO II I TO 92 1 L z ( 11 "I >r _%.0� - ._L'.I L1 u�- •� �_- "� �"yS� + O �' d � o ,m � .v ..-, '�"-- N SO 0 4 " L.= 1.._�: ��} w z.....,� ... "stsx___ -' � ..''� _"' e..- =_.� � ..-- o j((Gravel .AsAhclt �` °- cr- - °---a qz�l > MH 13 STA. 31+76 0' RT Asphalt t REMOVE EXIS77NG CO ANDY T° = _" - --a-- - v-_ I C.B. RIM-31.70 _ -' -x^-. Paving 'r- ., --+`. - - - --.. W�--- ° - """yyy `I J=-- --7s�_ I NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDED. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACnVE SIDE SEWERS FROM THE 1 I I REPLACE MTN NEW 54" MH 35201 I LE. 8" N. =30.7 I ' 6" E. =30.4 `I _ \ I .I� N I NEW SEWER MAIN TO THE PROPERTY LINE = .E. { \ ---- -. I I $397 9/2 BURNETT AV= ? �:o !E 8" S = 29.201 - UL 8" S. =30.4 Gross to Asph. i'c !E 8" N= 29.30 i ✓'lam I I vzi d 0 // 1;0.8. I- .- — 1 I 3 fay 1 Rlih -35.30 I _ Z ., .n w f Asphalt { i I I, C.B. RIM-3510 I ABANDON EXISTNG Sf�LLUSH BOX PER STANDARD(DETA /L 7.E. 3" 4.=34.2 a E Asphalt o d a \ E yy I 1 r FT ALLEY 14P, o R. R.O.W. d i MH 6 STA. 35 +20 90" RT � �) •° I _. n321 BURNEIT AVE. 5. a RIM= 3700 I 3 1£ 8 W = 31.96 � ` �i I f S 3R �p17 S. iJ Si [[ I I 7AVE.RS.if z 0r) Q o �lymogg Aye" � � W�R�s� 110 0 23169 2 PFCISTE cWj o. m � x o o ° _SS g /ONA1. ECG. EXPIRES 8/27/97 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 a : EXIS77NG RUNE w w x.... 35 ""_ _ - - - ---- -- -' - _ - 1:approx. ldcotlon).. (approx. locottan) m ..... ... ....... ....... ' .'-.� . ..... ... ....... ........ (approx.: locations) ................. ...... .... .... ........ REMOVE EXlSRNG SA'/J SWR ........... ...... ...... one power telephone _ . - .... ..... ... .... .............. 2` go, . . ...:........... ...... .. ... .... ........ ............... ...... — 3 0 : i E power 340 LF OF R. (� 0.50% ..... ......... ... _ _ _ _ - -- � w .. --- - T ... ............. ....... ......... ...... ..... .... ... ...................... MH ,$74 STA. 35 +20 O' RT :REMOVE EXISTING MH AND ...... S 2-2 � 6 MH 13 STA. 37 +76 0' E f15i',h1G SSM14H TA..9 +t_Q,7f, - - REPLACE W17Tf NEW 54" MH: . RIM:- 35.20 REMOVE ExtsLNG' CLEANOUT AND REPLACE WITH NEW 54" MH : : : : : : : : RIM =36,80 25. IE S' N = 29.40 : RIM = 35,20.1 : - ... ............. .. ._27,20- . ...... ....... !E'8'S = 29.301... ......_............ ............................... .... ........ .. ....... __ _ Jf 8'E,W .�137�4...... .................... ........... IE.8" N = 29.30: EXISTING CENTERLINE N 35 ... . ...:.........:.........:....... ..........:.........:.........:.... .....:...................:..... ..:... .....:. .......:.........:....... SCALE ..........:.. approx.aocation gas .:. ........ ..... \REMOVE EXlS77NG' SAN ' SWR :.... 'REMOVE ..:.. .....:.. .......... ...... ............ HOrIZ. = 2O . ^ -86 EXIS77NG SEWER Vert. 9 " = 5' - LF OF 8" C900 PVC SS 1.09, 88 LF OF 8" ®1.0% ............ ................................... ... ............................... ..... .. ............... MH 15 STA. 35 +20, 9O'LT ........ .... .......... MH y16 STA: 35 +20, .90' RT. . .. ... ..... ............... ........ . .REMOVE EXISTING MN AND REPLACE WITH NEW 54" MH: REMOVE EXS7WG MH AND S H T 5 o f1 4 REPLACE WITH NEW 54° MH RIM = 36.00' MH f14 SEE ABOVE RIM = 37.00 Z B °E =31:96 .1E 8 "W =31.96 J N o° wz �o o 0 0 Q Z Taw H W �a a o mo c E a� N 8 Y (= k� d me I s N i H m) LI o i� i Lu W y w FW s Ws m �W H s =W N O O aC z H a 4 rn y O i ARM kw� \E �N c ® �I c a c m O QJ d� `s i } 1 LS [J n H u> I- i I o° wz �o o 0 0 Z Taw H W �a a o mo c E a� ARM kw� \E �N c ® �I c a c m O QJ d� `s i } 1 LS [J n H u> I- i I � � Z IJ I I o a � me I s m) LI o i� i I� Ir7e li it i! 30' 1 lSD- I a � i �r Z NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED WA = Y g0 TELEWDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS <� MAY NOT BE SHOWN. THE CAMERA COULD NOT CONTINUE SOUTH OF STATION 2 +38. SIDESEWER INFORMA77ON SOUTH OF THERE IS NOT COMPLETE THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE I V SOMH RIM-25.07 IE 2i "E &W =21.0 HSE.0 637 1st FLR.= 29.0 BSMT - 20.5« O �Q 0 i &ry- _.._°"il INiPT RlM =24.9D � N INLET RIM =25.44 IE 6 "W= 4.6 III HSE.# 642 1st FLR.= 30.6 SSMT.= 22.1 30: 4 © `�'¢y V ! l .1 NVIN =23.8.92--x" 1 \� IE 4 "5E =24.2 IE 8 "E =21.1 a HSE.# 605 1st FLR. 628.2 tat FIR.= 2.M7 NO BSMT. + � BSMT APTfr 633,,f�) HSE. 637 - } _'___ \ 1st FLR.= 27.1 [f_ } NSF_tA 626 YSi: 627 ! 4 i" 1si FLR.= 28.3 (f iut FLR,= 3p.9 I 1st FLR.s 26.6 + HSE.' 675 Jf NO BSMT NO BSMT. ! t75M "(.= 22.4 1 BSMT= 22.6 ( NSE. 6i9 E ( HSF.# 617 ! HSE.¢} 607 'B.M. 619 °3 -!} I ! ( tat FLft.= 26.z ! f FND. TACK N} LEA PER OCCUPANT Sst FLR.= 20,8 ist FIR. =29.3 1st FLR.= 29.3 NO BSMT. fL.� NO BSMT. NO SEMI'. NO BSMT, PLUG AT IN .BACK WALKS. ELE . 27.42 r Q fig c c 1 +00 --- - i I,! O C fM =26.86 11 1 1 8 E- 2445.56 �IL_ J_ 4d 30' " -_T - I - -�--- - 2 0 2 "GAS (t'WV) G -F 0N 01'16'29" 1 4 +001 ( 472.19 bT- iH,419 STih.A'+6 .8' rRT MH 8 STA. 2 +14 8' RT REMOVE EXlS77NG L SH 80X REMOVE EXISTING ' AND AND REPLACE W7T NEW 54' MH HSE.jt 622 REPLACE WITH NEW 54" MH HSE.# 616 RIM = 28.08.1 1st Fl R,= 3!).2 txt FLR.= 29.1 IE 8" N = 22.29 NO BSMT. RIM 28.821.93 ( 24.1 CRAWL SPACE �1E 8 "S =21.98 HSE.# 632 HSE.# 528 HSE. 620 let Fil = 27.6 iif Is i FUR.= 29.8 i 1st FLR.= 28a0� NO BSMT. NO @SMT. ( ( pJa BSMT. III NSLLP 654 { 1st 0 3S 27.8 R-j- 0 Np BSM7. 4ND REPLACE WITH NEW 54" MH PIM = 26.08-* E 8" N = 22.29 HSE.# 612 tat FLR.= 29.0 NO BSMT. i EXISTING GROUND AT C /L. R.O.W. n � I INSE.� 604 ist FLR,- 29.5 NO "S"'T' LRE 1_.7 TA NG R MOVE EXISTING I REPLACE WITH NE RIM = 27.251 TE 8" N = 2!.48.1' IE W i Lf i yl 4 71 D D H LR 600 F MH tst LR= 29.7 NO BSMT. CONFIRM IF SS CONNECTION IS TO S 6TH ST EWER MAIN SE (E. IE IE IE ( 41 'LACE WITH NEW 54' MH REPLACE WITH NEW 54" MH = 26.8-* RIM = 27.25-* 6 "N= 21.93 IEB "N= 21.481 8 "S =21.98 IE8 "S= 21.53-* 0 vs o m I 1 1571 I a i R u � 0 EXPIRES 8/21/97 S226220 . STA. 4 +82.9 70'RT : EXISTING !RH IF RIM = 28.01 �30.. Z............. 25: ......... ................. ............................... .........:.........: .........:.........:.........:. ��..:........ 5.. c N _ REMOVE EXISTING 8" SAN. BAR. REMOVE EXISTING 8" SAN. 50. . INSTALL 147 LF OF 8" C900 PVC SS 0 0.21% - _ - ..:.. 0 ..2 0 ..... ... .... ............ .. ... .. ... .. ... ..:.........;- ....... ........ .. .... ..:........ .. .... .... ....... INSTALL 214 LF OF 8" C9II0 PVC SS 0 b 19% :SCALE Horiz. 1" = 20' Vert. 1 " = 5 0 +00 1 +00 2400 +00 4-00 SHT 6 0 f 14 0 z I � o i� i a � i �r Z NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED WA = Y g0 TELEWDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS <� MAY NOT BE SHOWN. THE CAMERA COULD NOT CONTINUE SOUTH OF STATION 2 +38. SIDESEWER INFORMA77ON SOUTH OF THERE IS NOT COMPLETE THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE I V SOMH RIM-25.07 IE 2i "E &W =21.0 HSE.0 637 1st FLR.= 29.0 BSMT - 20.5« O �Q 0 i &ry- _.._°"il INiPT RlM =24.9D � N INLET RIM =25.44 IE 6 "W= 4.6 III HSE.# 642 1st FLR.= 30.6 SSMT.= 22.1 30: 4 © `�'¢y V ! l .1 NVIN =23.8.92--x" 1 \� IE 4 "5E =24.2 IE 8 "E =21.1 a HSE.# 605 1st FLR. 628.2 tat FIR.= 2.M7 NO BSMT. + � BSMT APTfr 633,,f�) HSE. 637 - } _'___ \ 1st FLR.= 27.1 [f_ } NSF_tA 626 YSi: 627 ! 4 i" 1si FLR.= 28.3 (f iut FLR,= 3p.9 I 1st FLR.s 26.6 + HSE.' 675 Jf NO BSMT NO BSMT. ! t75M "(.= 22.4 1 BSMT= 22.6 ( NSE. 6i9 E ( HSF.# 617 ! HSE.¢} 607 'B.M. 619 °3 -!} I ! ( tat FLft.= 26.z ! f FND. TACK N} LEA PER OCCUPANT Sst FLR.= 20,8 ist FIR. =29.3 1st FLR.= 29.3 NO BSMT. fL.� NO BSMT. NO SEMI'. NO BSMT, PLUG AT IN .BACK WALKS. ELE . 27.42 r Q fig c c 1 +00 --- - i I,! O C fM =26.86 11 1 1 8 E- 2445.56 �IL_ J_ 4d 30' " -_T - I - -�--- - 2 0 2 "GAS (t'WV) G -F 0N 01'16'29" 1 4 +001 ( 472.19 bT- iH,419 STih.A'+6 .8' rRT MH 8 STA. 2 +14 8' RT REMOVE EXlS77NG L SH 80X REMOVE EXISTING ' AND AND REPLACE W7T NEW 54' MH HSE.jt 622 REPLACE WITH NEW 54" MH HSE.# 616 RIM = 28.08.1 1st Fl R,= 3!).2 txt FLR.= 29.1 IE 8" N = 22.29 NO BSMT. RIM 28.821.93 ( 24.1 CRAWL SPACE �1E 8 "S =21.98 HSE.# 632 HSE.# 528 HSE. 620 let Fil = 27.6 iif Is i FUR.= 29.8 i 1st FLR.= 28a0� NO BSMT. NO @SMT. ( ( pJa BSMT. III NSLLP 654 { 1st 0 3S 27.8 R-j- 0 Np BSM7. 4ND REPLACE WITH NEW 54" MH PIM = 26.08-* E 8" N = 22.29 HSE.# 612 tat FLR.= 29.0 NO BSMT. i EXISTING GROUND AT C /L. R.O.W. n � I INSE.� 604 ist FLR,- 29.5 NO "S"'T' LRE 1_.7 TA NG R MOVE EXISTING I REPLACE WITH NE RIM = 27.251 TE 8" N = 2!.48.1' IE W i Lf i yl 4 71 D D H LR 600 F MH tst LR= 29.7 NO BSMT. CONFIRM IF SS CONNECTION IS TO S 6TH ST EWER MAIN SE (E. IE IE IE ( 41 'LACE WITH NEW 54' MH REPLACE WITH NEW 54" MH = 26.8-* RIM = 27.25-* 6 "N= 21.93 IEB "N= 21.481 8 "S =21.98 IE8 "S= 21.53-* 0 vs o m I 1 1571 I a i R u � 0 EXPIRES 8/21/97 S226220 . STA. 4 +82.9 70'RT : EXISTING !RH IF RIM = 28.01 �30.. Z............. 25: ......... ................. ............................... .........:.........: .........:.........:.........:. ��..:........ 5.. c N _ REMOVE EXISTING 8" SAN. BAR. REMOVE EXISTING 8" SAN. 50. . INSTALL 147 LF OF 8" C900 PVC SS 0 0.21% - _ - ..:.. 0 ..2 0 ..... ... .... ............ .. ... .. ... .. ... ..:.........;- ....... ........ .. .... ..:........ .. .... .... ....... INSTALL 214 LF OF 8" C9II0 PVC SS 0 b 19% :SCALE Horiz. 1" = 20' Vert. 1 " = 5 0 +00 1 +00 2400 +00 4-00 SHT 6 0 f 14 0 z N QD II I I it f iii z g o� I � 11 8 � I W H V OJ s L sue_{ o W � y 5l l sD oc W �`ST . =W C - Nrus n� o 0 x ui w Q �n 1701 °14'5 o -Y 65.22' o ¢ Q LU U U a � S ca D S pay o o w 00 w z �aIri ED _m ° Il G'N O � n1 -24.77 0+001 g � �3 Q °n 0 8 NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N a Ho TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING £ e 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS S 6� MAY NOT BE SHOWN THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. a ' - 1 c ' E1 IL $01 E I In 1 I fj I HSE.g 623 P { 1 ° n HSE,# 633 I I MSE.n 627 � 1st FLR.= 29.`3 i HSE'# 027 I 1 HSE.#' 613 � C6 RIM 27,53 f a < lsk FLR.= 30.6 - 11 Ist FIR: 30.4 t NO 65MT, 1 1st F'R, 29,fi HSE.g 619 1st fLR.= 32. a { IE 6 "Es2A.9 » - BSMT. =22.1- SSMT,= 21.94 1 i NO SSMT. ist FOR,= 20,7 BSMT= 24.14 tfry q - - 0 O JE WNNW =25.0 NO SSPAT. SASE =24.7 { HSE. 81, �z ° S T_ CHI EL SQ ARE*02' E. OFjN� j } 1 _�' I ' I I 1st 'V= 30.2 HSE.$ 603 0 o = I 0 SE S - f -'- -}� .�J NO BSMT. I ist FlR.= 32.5 i n - ' I I '�� OE RB. EL rF " .58 �° LJ✓ 0 OSMT. 24.04 _ _ ///> - - -'- L_ - n -- _ 405.98 _ Cons i r '�._.__..- - - - , - - - - - o Gate ____O 1t NLET RI�s="2�."§?:` �f� � =--�- . --.� -_ � �' ------- P�- __�_.._.._._._ ® Conc. -�.. _.�.' PI M 27.23 - -�„ SSMH RIM = 27.99 iH; +�--" G °_ G ----- .�______ 0 - .- _._. -.__ G . IE 8" S = 23.2 C G G _f tI +00 `� G fE 8` E = 23.9 - G -- .__.. -�_.._ 0 2 +00 fE W N - 23.2 N 01°15'19" E 3 +00 3 +10.04 ISM RIM„_2 m 466.54' -�` ---P- a - 4 +00 IE b S= 22 p 1__- e_�'- ___IE -8" W122 1YiR.T.._ W _, ,_ W_ t y - W _ - --'SS- conc. °°'°_'_"__i r- .___._... _ �T� O W - j - �', yr ,_�...= ..�. o._�.� "C.L IlgR. 75 so Conc. -- £T R'4daY 5 INLET RIM -25,78 �I� i !E 6 "8`3'55,4= 1'c 6 "5=24.9 CO 22 REMOVE EXIS77NG EXIS77NG MH REPLACE WNH NEW 8" CyO I { 1 ^.� Q g I ( ~- 1 ' I °y jam- RIM = 26.51 S .% ' { I '�, ({ { E REMOVE EXIS77NG CO AND 9 8 tE 8" N = 24.25 ^. REPLACE WITH NEW 54° MH N 13 LLEY R.O. W.._... RIM = 29.21 t (o fl GARAGE IE 8' N = 22741 I a: 1 { ✓ N } I t MH 21 STA 3 +10.04 RE 9,6 SSSI tE 8° S = 22.791 !llEEE REMOVE EXISTING MH AND REPLACE WIN NEW 54' MH C0 _ 1E 6' N = 23.15 z 0 SDMH RIM =27.47 IE e "NNE =23.2 S f I TE 8" S= 23.20 i CB RIM--28,01 °o IE 8" E= 2320 i IE 6 "W =2G.0 t o IE 12"NE=23.2 ) �b 1E 24 "E =27.5i j CS RIM- 26.72 FiSE.{j 639 E B'SW =24.,7 BSPAT.= 25.8 I; 1 i BLDG.# 000 _ L_.___ i CONC. FLR.= 28.9 L V � L I a m m v o 0 '° N c� o e mz- REMOVE £XIS77NG MH AND MH F20 STA 4 +16.75 9.8' RT, 30 �n N 3 I m EXIST SS MH /ONAL ENG o S REPLACE WITH NEW 8" CO RIM = 27.99 REPLACE WITH NEW 54" MH w G Lr-�J 5 6 .54 i ! N 4 IE 8" N = 24.25 IE8 "S =2320 IE 8'N =22741 O I N f a Im n� IE 8 "E - 2320.................._. 8 "S = 22791... to 130' C........... ..... .. ... ....... .. .._................................................_.................. ............................... ..1E ... i� N � O N N N � � I a m m v o MH A21 STA 3 +10.04 9.6' RTC231s9 '° 9 e CO 22 STA 0 +56 8.8' RT REMOVE £XIS77NG MH AND MH F20 STA 4 +16.75 9.8' RT, TSTER e` STA 4+56 10' RT F SS 3 REMOVE EXIS77NG MH AND REPLACE WITH NEW 54" MH REMOVE EXIS77NG CO AND EXIST SS MH /ONAL ENG o S REPLACE WITH NEW 8" CO RIM = 27.99 REPLACE WITH NEW 54" MH RIM =26.51 IE 8° N = 2315 RIM = 29.21 IE S" E= 2.2. 8 IE8 °W =22.45 EXPIRES 8/21/97 IE 8" N = 24.25 IE8 "S =2320 IE 8'N =22741 I a IE 8 "E - 2320.................._. 8 "S = 22791... C........... ..... .. ... ....... .. .._................................................_.................. ............................... ..1E ... ................. .. ..... .................. I EXISTING GROUND Al C /L R.O.W. - -� 6 Z SHT 7 of 14 V 0 G a a w �1 0 a 0 0 a N a2 VA 00 Cfl rn 3: = Q Z �w N a U�cc p °� N r N Z F to W = W ^< Oa <z Z =ym WIM m'�- ce =W z W m< Oy W y CC us ui F m H y_a� Q 3E \E c ® S, E. g O d a2 VA 00 is � P., H 3: = Q Z �w a U�cc p c E a � 3E \E c ® S, E. g O d w U a °m ( c GLF--2j - - -- c� 0 II•u 7 S v th f m 1 r- Q ww crm Ii LAP I I 0 I I ui � ii• s z Z � $ NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N' TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS ¢ <� MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM m THE NEW SEWER MAIN TO 771E PROPERTY LINE R � I (I� Vc"4N y roes eq 0 0 M 0 M � I w O `r z HSE 3n'N. »s Ef QF N.E. COR. Li FL Conc. I tic, �/ GARAGE _ tl i MH #'23 STA 2 +77.6 O' RT REMOVE EX(S77NG CO AND t REPLACE .*NTH NEW 54" MH i� RIM = 28.40.* II 3 1E 8" W = 23.99 k -� GkftAf,E 1 +00 S88-4050"E 230.95' Lawn REMOVE EXISTING MH AND 1 REPLACE W7774 NEW 54" MH RIM = 27.99 IE8 "N =23.15 La IE 8" S = 23.20 vin IE 8" E = 2320 n__.__ _ 0 j 618 3s {t. . n f7.R =30.1 � NO RSM "!. 0 I--- -, Lawn i HSE.# 617 1N{ FLR,= 33.2 6SIAT,= 24.7. SET TACK IN LEAD PLUG 0.1 E. OF RK. OF CONC. WALK ! f a Lawn �T� 'Ia{ FLR.= 32.4 .O 3SMT. =26.4(PER OWFIER) O �k'JSE #501 F I iD$.3 N. X 73' a1. H%, 601 / ! / 1/ 611 N.E WFL I 9st FLR.= 34.3 � 2. 32.1 RSNL= 25.89 0 , /l i(PER OWNE. 0 2 +00 V 2 J lJ1J i, 4j WP1 i c Larva �� / t 0 / Lawn 7 / a� , j 7g j21. 3'' � / V J t f v Y C c °/ IN REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH REPLACE WIN NEW 54" MH R!M = 28.40.* RIM = 27.99 IE 8" W = 23.99 EXPIRES 8/21 /97 IE 8" N = 23.75 I£ 8" S = 23.20 dC 1 E 8" E = 23.20 ................................................................................................................................................................................................................................................ ............................... i 0 20 40 20' EXISTING GROUND AT: C/L R.O.W. _ dm1 . EXISTING 3 "SEWER UNE I 0 +00 ......... _ .. 1-4 00 2 +00 ............. SHT 8 of 14 a- �a 3 p w U a °m ( c GLF--2j - - -- c� 0 II•u 7 S v th f m 1 r- Q ww crm Ii LAP I I 0 I I ui � ii• s z Z � $ NOTE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA N' TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING 2 MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS ¢ <� MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM m THE NEW SEWER MAIN TO 771E PROPERTY LINE R � I (I� Vc"4N y roes eq 0 0 M 0 M � I w O `r z HSE 3n'N. »s Ef QF N.E. COR. Li FL Conc. I tic, �/ GARAGE _ tl i MH #'23 STA 2 +77.6 O' RT REMOVE EX(S77NG CO AND t REPLACE .*NTH NEW 54" MH i� RIM = 28.40.* II 3 1E 8" W = 23.99 k -� GkftAf,E 1 +00 S88-4050"E 230.95' Lawn REMOVE EXISTING MH AND 1 REPLACE W7774 NEW 54" MH RIM = 27.99 IE8 "N =23.15 La IE 8" S = 23.20 vin IE 8" E = 2320 n__.__ _ 0 j 618 3s {t. . n f7.R =30.1 � NO RSM "!. 0 I--- -, Lawn i HSE.# 617 1N{ FLR,= 33.2 6SIAT,= 24.7. SET TACK IN LEAD PLUG 0.1 E. OF RK. OF CONC. WALK ! f a Lawn �T� 'Ia{ FLR.= 32.4 .O 3SMT. =26.4(PER OWFIER) O �k'JSE #501 F I iD$.3 N. X 73' a1. H%, 601 / ! / 1/ 611 N.E WFL I 9st FLR.= 34.3 � 2. 32.1 RSNL= 25.89 0 , /l i(PER OWNE. 0 2 +00 V 2 J lJ1J i, 4j WP1 i c Larva �� / t 0 / Lawn 7 / a� , j 7g j21. 3'' � / V J t f v Y C c °/ IN REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH REPLACE WIN NEW 54" MH R!M = 28.40.* RIM = 27.99 IE 8" W = 23.99 EXPIRES 8/21 /97 IE 8" N = 23.75 I£ 8" S = 23.20 dC 1 E 8" E = 23.20 ................................................................................................................................................................................................................................................ ............................... i 0 20 40 20' EXISTING GROUND AT: C/L R.O.W. _ dm1 . EXISTING 3 "SEWER UNE I 0 +00 ......... _ .. 1-4 00 2 +00 ............. SHT 8 of 14 a- U z 0 r a N A I d 0 d K N MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY ¢ o o s N OF RENTON. THE CITYS PROJECT MANAGER WILL AQUIRE N w Z ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE g CONTRACTOR SHALL COORDINATE INSTALLA7 XPI ON OF THE ERES 8/21/97 3 WATER LINE AND SUPPLY THE CITY MTN ANY INFORMATION N REQUIRED FOR PERMITTING. •C� W Lu a rr W v a pW C zcc MH 24 STA.22+29 2.5 LT CC C W NEW 54 MH REMOVE EXISTING SSMtd SCA.22A- 80.48, 3.9 LT STA, 24 +69 2.5 LT EXIStiNG SSkfiH STA,24+68.88. 3.9 LT MH '25 M#20 +27 2.5 LT (-RIM = 2= 26.00 8"S IE = HIM = 26.82 NEW 54 MH RIM 25.801 F3 3 CV's y >- w � a 0 8 "N JE = 21.03 8 "S IF = 20.24 I 8"S IE = 22.60 AND CONNECT NEW 8" 12 "E IE = 18.20 'a w V! 0 w1 oz O 3a U¢ z aw V E d � c �o �v -,E OIN C 4S, C O C O � a Lj QW s o z o S y tie u ¢ n Iw N I� m try G' N ws N n• m N O 30' I ►----- - - -_- - _ -_ - -- _- !� a I . — — _ — ._ — — _ ASPHALI A ASPHALT I N I MH 25 STA. 20+ 7 2.5 LT _ - -� MH 4 STA. 22 +29 25 L)I i III C FW.- 609 I NEW 54 MH NEW 54 MH I IE 6 C.N£ RIM = 25004 I RIM = 25.804 8'N !E = 21.03 8 N lE = 20.74 f` 24 +6t 25 LT RECONNECT EXIS77NO SEVER _ 8 S (E — 20.24 r 8 S fE = 79.20 IBM SOUTH ?,SE jj CORE DRILL EXISTING MH //HS 639 �' HSE 635 I� MSE 627 HSE " "G6 _ { , AND CONNECT NEW 8` ff #+' -I—r -( 7 I ! " " HSE r 623 rfSE p'.' S1 �'" HSE 6,5 III 1S't F 2 95 SANITARY SEWER TO MH /i HSE gi' 537 HSE Jv 633 I f f l![�� I Io I �' HAS' CR� SPACE W/1H KOR —N —SEAL BOOT HSE "009 " 607 I III " HSE ea5 HsE.� 603 HSE 4(` REMOVE EXISTING SIDIALK � I � } —a 1! +�'•``��'� 1.5 FT. EAST OF R.0.W CENTERLINE O -------------- _____ I 1 S.D. M.H. _ RIM =25.11 0 �r�w^J M.H. RItA =26.0 LE. 6" 5. =22.8 t � LE, 6" S. =22.8 INSTALL 2"P POLYETHYLENE 435 N. /S:= 22.6 I.E. try" E./W,=21 ,8 HSE $ 636 I OF NEW 2" POLYETHYLENE W R' I 7 I ( i SERVICE 75' EAST OF CEN RL( A I O L_ NOTE., SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXIS77NG MAIN LINE WERE UNDER WATER, SOME AC77VE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL A077VE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE 2" POLYETHYLENE WATER LINE TO ENSURE MINIMUM DISRUP77ON OF WATER SERVICE TO THE CUSTOMERS THE EXISTING WATER SERVICE 15 OLD AND MAY BE DAMAGED DURING CONSTRUCTION. THE WATER SERVICE LINE AND INSTALLATI0N SHALL RECONNE T ALL EXISTING - DE (� Y'; SERNCESf -`-- >�� —._ 4._. ; { - r SHED HSE #j 626 i 26 HSE #f 624 ++....�✓✓ l MSc .. # 6 HSE 622 HSE 6,6 HSE fit 614 + I I I 3 UNIT APTMNTS. i �! - - - -- ---------------L-------- =24.53 8 _-__- __________ _ -17-9-7— Y2'E IS 1 &26 _ o EXISTING SS MH RIM = ^E &82 ------------ E &82 a I2 "kl IE = ,20 ��� = __._ S'S iE = 18,18 i I HSE #j 606 HS£ $ 606 HS €_ # 604 HSE.# 602 IST FLR -28.46 HAS CRA& SPACE 19 ASPHALT Ui Yd i� i 104 +001 I j zE �I C] I Q n ( I 00 n I� I a c u ?ua 0 z MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY ¢ o o s OF RENTON. THE CITYS PROJECT MANAGER WILL AQUIRE ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE CONTRACTOR SHALL COORDINATE INSTALLA7 XPI ON OF THE ERES 8/21/97 3 WATER LINE AND SUPPLY THE CITY MTN ANY INFORMATION REQUIRED FOR PERMITTING. rr a a a MH 24 STA.22+29 2.5 LT NEW 54 MH REMOVE EXISTING SSMtd SCA.22A- 80.48, 3.9 LT STA, 24 +69 2.5 LT EXIStiNG SSkfiH STA,24+68.88. 3.9 LT MH '25 M#20 +27 2.5 LT (-RIM = 2= 26.00 8"S IE = HIM = 26.82 NEW 54 MH RIM 25.801 w � 1 i L EXIS77NG RIM = 25001 8%V JE = 2014 6`N IE = 22.60 CORE DRILL EXIS'RNG MH 12 "W AE = 17.97 0 8 "N JE = 21.03 8 "S IF = 20.24 I 8"S IE = 22.60 AND CONNECT NEW 8" 12 "E IE = 18.20 RECONNECT EXIS77NG SEWER SANITARY SEWER TO MH 8 "S IE = 18.18 FROM SOUTH WITH KOR -N -SEAL BOOT 0 z N I N w .. N 0 20 40 c + rBM 3 E I_EV =.4o.1 a' CI 1" 20' z W TOP CON- CN SSMH RIM= =41.10 UA WITH LEAD 8c TAGK lP!V 2 + "Rt, 1$ "NE 8 »N =32.97 LN CO) N MOiJ !N CASE 1 Z 00 I SIGN ON 1' BLDG #435 J ( CONC BASE CB RIM-40.39 BLOCK 1 Z Lu _ INV 6" RCP E =38.84 f 1:3 , 14 ( BOT =39.0 15 BLDG #435 16 W CC � f- If> BLDG #919 CV1 xCC L P`�.,, -s - 12 i 1 SS"1H RiM 1' 7 W ~ tv = FF =42.0? n S 6 "' 11 1/! �/J / / /1 / / / / //f N I ASPHALT' i =42.5. INV 8 N &5= .35.9$ CB INV RIM = 41.45_ 6" RCP =4 "RCP N N y %' y WV Hill" i 6" 6' G4�._- Xcc iI >�— _ -- =��1 CWT i NV/ 1 / BOT f 6 E ,0 E =40.0 -40.5 CC W - -- ELEV 39.39 % j 6Y, 6;` 6' l 6„ 6> GVFI ASPHALT F- Z W �o _ S 14 "W I i �DMN RE \6- -41.05 i - �. -� ? 1-- o/ (- a Z _---- i _ _ ? - — I 14»y� _- �i "= I +/dgLK W y a INV 8» RCP? E =35 - -- o. -i h NV 12 "RCP? W -34.9 i 10" - - I CON�C = W _ a z a - INV 12 "RCP. N=34.7 -- e - -- - 1-+ OR I I -j- - I I -_ I - (n DIRT BOT =35.1 - 9 +50 - - -- �9 +00 I - . 12 + +00 LLJ o cA. r., 1. ao F - - -12 °D -� s (l? n o N -d _ _ _ _ -� I 12 +00 I -!- - F i I' 1 D __ 1 4 -T I _ J 1 14, O W z W _T.._ ABA �? -- I a i _- _.... a 0 _ o - - 6„ D — _ — GONG - , 1 -t -- --f— + I-+Z 3 Q �� -- i - GP — — w \a Q GP �} to - -® _ - - - % CONCRETE -- WALL -- - - - - -� ° a a € 3 ° E 3RA" GRATE / 'JE r iN REll41 J CB RIM =40.68 % , , J SDMn dltvi =41.40 \ TMH #30 STA. 13 +25 5' L T, (n �N MH #29 STA, 10 +10,26 5' L T. s 6 1 IN! 6'RCP S =39.56 PO'T'Eft �z "RCP --- _..- -- . - - - -- NV 12 "'RCP NHS =36.5 CB RIM=-41 s 'RCP INSTALL NEW 54° MH RIM = 42,24 W Z REMOVE EXISTING MH AND NV 6 E -38.7 SILT BOT =35,8 NV 6 Nr =39.38 o REPLACE WITH NEW 54' MH SWITCH 1d R 6 'RCC` W =38.08 REMOVE SILT BOr =3$.0 IE 8° SOUTH = 35,79 _ a ; RIM = 41,1 \ BOT =36,9 EX. S.S.M.H. IE 8' NORTH = 35.89 IE 24' WEST = 32,97 U $ IE 8' NORTH = 34,30 (MATCH CROWN OF EX. 24') SSMH SUMP - ~ mA Q � IE 18' NE = 32, 97 - RIhA =48.ii - -._ ____ BLOCK < o INV 18" NE & SW 37.4 NOTES: 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE z OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE 3 §j SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ago ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE a a STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. �. HO�� THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL { �F WAS SB SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS v SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY tie z LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT MH #29 STA, 10 +10,26 5' LT, REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE REMOVE EXISTING MH AND MH #30 STA, 13 +25 5' LT, ° pEGIs � IT ABUTS THE WSDOT CONCRETE RETAINING WALL. REPLACE WITH NEW 54' MH INSTALL NEW 54' MH fs aanEG� s' z � 2. 435 MAIN AVENUE SOUTH CITY RECORDS ( IE 24 4WEST = 32.97 IE 8 SOUTH = 35,79 EXPIRES 8/21/97 s s SHOW A SIDE SEWER TO THIS BUILDING IE 8' NORTH = 34.30 (MATCH CROWN OF EX, 24') IE 8' NORTH = 35,89 FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) IE 18' NE = 32,97 MAY OCCUR ALONG MAIN AVE. S.) CL a.............. ...... ............ . ........ . ....................... U!!Y OZ C� !? } .... ......... ........ .........:._.......:.... 45.. ....� �. EXISTING GRNUND AT CENTERLINE �I ........ x o :. ...... .45... :.... .... I ¢ 40..: .. ...L� ....... . .... n {'I . 4 0.. . CL REMOVE EXISTING SANITARY SEWER I - - - - ---- - ........................ 35.... .... - __` - - - - -- - - 3 5 z _�. � _�3fi- L- F- -- OF -B." S;S- L�+' - - �- EXIST, 8" :S.S, .................... .......................... 30..:.. �RMCIVE: rXISTIN6:..... 30.. .........:..... EXISTING SS MANHOLE SCALE SANITARY SEWER :MN _ S22-622-4- Horiz. 1" = 20' Vert. 1:" = 5' .................................................. ............................... ...... ............................ 10+00 ............................... .................................:.........:.........:.........:.........:.........:.........:.........:.... 11 +00 12 +00 13 +00 14+00 .....:.........:.........:..... SH T 10 of 1 4 0 CNOTES: N o 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE N z a € OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE N STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. 0 20 40 ' THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL o SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS 1" = 20" SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY z r LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT uj NJ H ca REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE IT ABUTS THE WSDOT CONCRETE RETAINING WALL. SDMH RIM =43.43 - - -- -23 INV NV 12 RCP W-39,23 V Z Q � INV S" SE =.39.0 "RCP CB SOLID LID 1x1 ��� � CB SOLID LID 1'x1' J Oa G O INV 12 NE =38.3 TBM -�L ELEV= 42.73' INV 12 "RCP N =38.2 RIM =43,85 CB RIM =43.44 RIM =44.51 INV 4" W =43.93 F-W + In, TOP 's 2' IRON - INV 2"ST W =43.50 PIPE INV 12 "RCP 5 =37.5 °' INV 4" NW =42.09 CB SOLID LID INV 4" E =43.31 W ' INV 4 NE =42.9 WITH i Pl_i1G IN MON CASE DIRT BOT =36.9 BOT =42.3 _ INV 4" S4/ -42.09 "RCP RIM =44.22 INV W -43.8 BOT =42.61 Icy I C3 RIIvi 42.£3 INV 6 E =41.36 NV 4" E =43.17 CB Rlif -44.02 S3 y 20 f I } - -. /'INV 6 "RCP ENE =41.63 DIRT BOT =39.5 BOT =42.6 F1 H W =y x H 18 1 ; Ct3 ftEM =4 -2.66 N i / D,RT BOT =40.8 ( E ( i CB SOLID LID 1'x1' CB SOLID LfD 1'x1' INV 6 RCP =42.1 T INV 4 "RCP NW =42.17 N� j BLDG #903 � DEBRIS FILLED %� � � i 6" 8 `REM =43.88 RIM =44.20 DIRT BOT =40.5 p� p y O FF =40.93 % F� ; CP CB RIM = 42.8'7 - -� °RCP /INV W =43.25 Q INV 10 INV W =43.8 4" E =43.15 CB SOLID LID 1'x1' Q W /f / / /r`y/ �p�/r/�� 4WUT i INV 6' SW =41.4 V i / INV LI "RCP NV 5E -42.74 BOT =42.2 BOT =42.4 RIM =44.25 ~ z ASPHALT ELEb -40.9 i . 6 E =40.4 f , I BLDG 323 1/2 BLDG INV 4' W =43.61 N z Q N� < / / / / /f /////1 W �� 8„ 8" W =o REMOVE v EX. S.S.M.H. , DIRT B�T -TL.4 ASPHAL:f + V i UT % % s s IV �R ELEV 4i. \ BL G ASPHALT XCC 319 XCC REM S INV 4" E =42.97 EX. S. H. 80T =42.9 Z `� W /UG 1V Ud - '1 -7 -T T -`�` -'Y�� P--- -- X331 t, X329 / b ECOLOGY 1 1 12 � W EMENTED I ICE'V =42.7 �VLT Z D 0 / " BLOCKS / BLDG 31710 W W I - f 4„ 10" I VV _ I WV NUT -�.. �_� . - � III _OVV ( _ N _ J - - _ / i �® I - i / Z (n a (1) - j _ _ I {� ELEV =42.27 Y NO 1 __ -`A- 8'° W - t 1- ° CASE " N I I f I .._ I _ 00 m I W w o m O 6 o -- ° W OO -20 Er� 3a } 00 ______ ; - 1 15 +00 - _ / 15 +6� SVVV _t .f 16 +00 WMI; Ri I I { Z aw d _ -° "- IJSi�F 1FR � 4 - -.- �- E 40. s -43.07 17H OO ASPHALT^ +y°} 7 TOFI 1 E&Yv -37.7 I I 1 �� O (..I H GLI as l 6" eV ABAN t T- ,-` I;PvV 8"- = 7 V1° _� 2 t - �_I 12 "D - I �� I -- -8" D -� ? 18 00 I ^ w �SSMFI R €M =44.39 19 + G Q I --- �_�r�._ COVER -d I- _�� - BAN 6' W - t_ - - -24' t -- -6 I - --� 8" D_ NV 8'° N &5 =38.7 - �� I W E,. - - lLlw E m6 -- - Q `CB RIM = 42.94 COVERED �I __--- - <Q 401 - w -_ ®1 ®- ®e ( to SIGN i� _o ° _z -I . I z a 8� x --- - ASPHALT W _ ( N r,SF'HA,_[ n �� - CITY RE40RDS SHOW A 6" S ORM XCW� Z C) 8" STL PIPE �� __ + _ _ -` SEWER AT THE N BLDG Q FUTIJRE CB a CORNER F AT 330 MAI ! .t z CB RiM= . Cz9 i CB RIM =43.24 co I �- -- INV 6 "PVC W =41.3 ":S,CP kRIGINATING SEWER IS CONNECT D TO X. o p BLDG 330 z I INV 12 E -38.79 # SOT =39.7 "RCP SEWER LI IN, CAP EX. PIPE & CONNE T F--- o INV 12 =38.69 I TCH BASIN W/ 18 L 6" Sit..T 3OT =38." B RCP S8426 "C j� p BOT= 40.4 CB RIM =43.7 \__/ INV 6 "PVC E =40.03 S.DE® 2 RIM =43.61 SDMH RIM =44.37 �� ff{ z 'RCP Z j ("9--,) MH #31 STA. 16 +SO 5' L T. INV 6 W =40.0 INV CR4 P W =42.6 INV 8'NE =41.2 'N INV ="RCP N &5 =39.8 BOi° =40.6 INV 8 &S =40.9 _ CP WI INSTALL NEW 54' MH BOT =39.7 C8 RIM =43.91 a z= " CONTROL RIM = 43.43 CABINET i.5' HIGH CON IE 8' SOUTH = 37,43 OIL /WATER SEPARATOR CB RlPv9= 44.25 INV 8 "RCP N =40.80 _ INV 6 'CMP E -42.7 "RCP INV 8 SW =41.76 _WMH RiM =43.31 WALL W/ FENCE IE 8' NORTH = 37,53 TOP 12 N &S =38.1 NW RIM =44.00 "RCP INV 8 "RCP S =40.8 BOT =39.9 HoRN 5 WAS s INV 6 W =42.35 DIRT BOT =40.9 -� 04 y B NE RIM =44.05 CB RiM =44.25 _� a� TOP 4 "TRAP E =43.0 �" TOP CLAY TRAP SW =43.80 y z C; ^`vI� INV E =42.3 BOT =4.0+ INV 6" SW =43.18 BG(': =4G.8 `''fCISTERN �:J ,� b EXPIRES 8/21/97 � '. n a MH #31 STA, 16 +50 LT, r N z w ° _51: INSTALL NEW: 54' MH T u�> : c¢1 Q¢ e °z °�:z........:.. = 3.4�: oW:-J aim of ° .:.. . z. ZE'8" SOUTH 3743 xc x� ¢�¢� ¢ ¢�yl: IE 8' NOR 3753 ¢ u JU R U. U U.OK x X W r. EXISTING GROUN a C3 L W.a O�� �WI� WiW IZ -j IW I' W 1.- yI <. Q- 3 ¢ D V ¢ V: CL 45 ..:.........:....... .:..... AT CENTERLINE... ... lca .... .. 3x X.I 0 a� �! ...... C7Q/ L sr ..... ...:... I '. ..:.45 ..:... 1. 'D N Q ¢ n. WQ_ d I ,I Cl 1 Z .40 ..:...................:..... .... ... I .. .. ..... ... .. _ _ SEWER ........ EXISTING SANITARY, SE _v_ Ll 0 ... .... REMOVE EXISTING SANITARY SEWER l _ _ __ - - - -- __ ..:__- _.. __ ___...____ -- - -- - .--- 4iR�MOVE - _ _ - - - - - - -- - _ - - - - -- - - - - -- - > w -- 342 OF 8 S @ 0,487 35..:... 321 LF OF 8'. S.S, @ 0,48% ........... _ REMOVE EXISTING S=226225 5 SANITARY SEWER MH SCALE 30..:... Horiz. 1":= 20' .:..... SANITARY SEWER MH 14 +00 15+00 16 +00. Vert.. 1., _..5 17 ±00 18 ±00 1.g +00......:.30...... .... SHT 11 of 14 0 c . s- oac' a -�Z5 z 0 y a w a 0 a N Co N N z z a� N rainM mi 0 O zco a F" Lu Cc Q O0 z -� O Zcc � tu W �- =W F N Nc 4c Z Z > Q � N Z a SIDE SEWER REPLACEMENT N STA. 20 +76 LT. INSTALL SURFACE CLEANOUT NOTES: AT CURB LINE 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN MH #32 STA. 19 +96 5' LT, MH #33 STA. 20 +76 5' LT. ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARENTEE INSTALL NEW 54' MH STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. RIM = 44.90 -+ REMOVE EXISTING MH AND THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8' SOUTH = 39.17 REPLACE WITH NEW 54' MH LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS RIM = 4524 SEWER AND REPLACE THEM FROM THE MAIN TO THE IE 8' SOUTH = 39.54 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CB SOLID LSD 1'x1' IE 8" WEST = 39.54 RIM =44 -, 56 INV W =44.02 INV E =43.55 BOT =42.8 �\ _ Bh DG ,,1#'315 a° � o wz °� 00 LE H 3< Z �w V 04 3 a a m c E £ a� 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . s 8o S x v III V) 0 + 0 00 g° D . CONC LLJ z S ASPHALT C) I- SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI a LOCATE EXISTING SIDE SEWER TBM #1 ELF-V=43.50' BLOCK 13 NEAR SOUTH SIDE OF FUEL BRASS IN IN LEAD IN S PIN N ISLAND & CONNECT. COORDINATE N w W/ PROPERTY OWNER CONC M IN CASE 16) SSMH RIM =44.77 -- - - - - -- RESTORE TRENCH SECTION -- MATCHING EXISTING ASPHALT SSMH RIM =44.08 - 0 20 40 N15 / f INV 8" N &S =38.64 ISLAND } THICKNESS OVER 4" CRUSHED INV 8" S= 37.4-1 ~ DRAIN Vxi' REM BLDG X221 C3 RIM= 43,93____.__ / INV 12" PLUGGED E =39.8 ROCK 1 INV 12" E &W =36.78 " 1 = 20 y 4.76 =44.93 INV 3' W =44.4 r 6 RCP NW =42.9 17 WMH RIM =43.86 a -TOP PIPE. TO 8 "? Pi &S =42.4. �- p #• i NV 3" E =44.49 INV 6' PVC E =42.7 18 �� BLOCK UJ '� N vi N r / BOT =43.4 BLDG X225 ;DIRT BOT =42.6 '� �� � 07 f o � �� w _! 2' HIGH W000 - CB RIM =4.3.55 \ `co �IBARRICADE BL .�G #207 INV 6'RCP E= 41.25 ( F DIRT BOT =40.6 V & 229 Xij Q Z 49 °o W - / 2= / / t GRAVEL aw II ASPHALT 1SlAND �� . WV I U ill I W 2CC a Li! � t may= t 3 3 ? - SP} SAL EL 6» R. ® �VLT 2 1 i W == ii =fi - = _. _ bbl W P Q (/) - I -� t_.e.: 1 -- EMOVE EX. S.S.M.H. .�� - ---� ��_�_ 7V P 9 = W H Lv a 1 T - _z 8" W -_ ..- z _ - -_.� g' W j z a� t Vty T 8 W y� = W I J„ !� i 1 T- =41 12" W O 00 - I �� -tt- - 12" D 2 00 CB RIM =43.98 t 12" D _ _ - t I i 2J +i75 - ^� 72`r Q ~ Lu W 0 + t 0 t NV 8 "PVC W =4 .66 �_.__a_ _. `�_ DIRT BOT= 40.3 I � u 26 +p0 4 8 j 6,1 i + 7 00 - - i Q N Q N n- -= - - -- --- 6 t �� CONCI t _ _ __�.. �� 6 „V��A -- - - -- -- i NV NUT i ! -� __. 8" \ MH # 26 STA. 26 +855 6' L T. Z Q WALK 1 =Q CONC 1dALK�.t -_ 3 I / // / /CW A.. „�i -® - �EhR _ _ REMOVE EXISTING MH AND 1 - - -- I � ` - ABAV CAP ` / �4'I 4 \ C 6" XCC PA XCC / /,n/ . /, . "i �� -� - 4 CW ARAN. WM i XGG % WC , REPLACE WITH NEW 54° MH RIM = 44,ti8 IE 8° SOUTH = 37,42 Z / BLDG #226 CONC .�� I� PA C I� - � IE 12° EAST & WEST - 36.78 `o �o CONC /' / i3LDG #1005 / CW ' CONC RECONNECT EXISTING SEWER TO ° DRAIN '1'x1' DRAIN 1'x1' RIM RIM =44.78 ( �- F i { f -f- \ i I \ NORTH W/ 12 PVC SS PIPE AND FERNCO O U =45.07 INV 3" W =44,5 INV 3" W =43.78 aa (?.� ASPHALT I 0 g \ COUPLING OR APPRVD EQUAL 3� I-- I \ W �¢ �� Q � NV 3" E =44.4 BOT =43.0 BOT =43.5 } C �SDMF RIM =44.83 INV 12 7PVC E =41.53 ( , ,,'� a ' ti / I � -O � N � � BLOCK � � � \\ � E- r- NV 8 "PVC E =41.41 � - NOTES: � a' �_ F E INV 12 "RCP N =4'1.40 NV 8 "RCP Vd =41.38 / CB RIM=43.48 0 INV RCP N =4.0,50 L I 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE �� s MH #27 STA. 23 +84 6' LT. BOT =39.4 FHI SDMH RIM =44.03_ �- OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE m E REMOVE EXISTING MH AND BLOCK 10 DIRT BOT =41.7 t � INV 12"RCP S =41.08 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN �N REPLACE WITH NEW 54' MH CB RIM =43.51 INV 12 °RCP E =40.6 ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE RIM = 44,77 `v J� BOT =38.93 STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. a� IE 8° SOUTH = 38.71 NV 6 RCP W =42.23 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8° NORTH = 38.61 DIRT BOT =41.5 SDMH RIM =43.90 LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS a IE 6' WEST = 38,71 INV 6 "RCP SW =41.6 SEWER AND REPLACE THEM FROM THE MAIN TO THE INV 6 "RCP E =41.45 INV 8 "? N PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. s �3 =40.8 a o DIRT 00'1=39.9 I MH # 26 STA, 26 +855 6' LT 3 °g REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH a RIM = 44.08 IE 8' SOUTH = 3742 HORN IE 12' EAST & WEST = 36,78 5 of WA s MH #27 STA. 23 +84 6' LT z 6 m a REMOVE EXISTING MH AND REPLACE NEW 54° MH z z z z z` z z qP 23769 �eSeovnLR\a� ° Z ° wl ° ° U g IE 8° SOUTH = 38.71 f UI u a ¢ P z a IE 8' NORTH = 38,61 O R E3 p ©Iz o w �z -ICY o 0 EXPIRES 8/21/97 a... IE.B °..wESr. = ..38..21. ................ ..... ................... J� J� ._. .. ... ....................... .. ....� s_...1�.....1.... J J.JU .. .... ......... M EXISTING GROUND- a� w c w o¢ ° a `r w o a AT CENTERLINE; a a r Q Q { b clw ¢I� al s m d a 0. < <L CO m .._ . ET. ......:.... ..... ..... .... - .- _45. I�I 40.:.x._______,_. -.._ - - --... _., !14 1.L....... REMOVE:EXISTTNG SANI TAR P SEWER. .... . ....... ...... : ..... ....... 297 LF PVC ,40/. OF8 °C900 SS C @D APPROX. TOP CRPL 1 #3 S=226227 ... 35 i.. ........... 660 SWD PIPE. PROVIDE ETHAFOAM PAD 35 ...... .:........ ......... ...... ............ '.... o EL. 36.6 I WHERE CLEARANCE <1' REMOVE EXISTING 30 SANITARY SEWER MH SCALE :.........:..... :.........:...... .:..... ....:.........:.........:...... Fioriz. 1 ".. 20' . . .. ....... ....:........ .. ...:30.......:.........:... -... Vert. 1" = 5' 23 +00 24 +00 25 +00 26 +00 27 +00 SHT 13 of 14 0 Z