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Home My WebLink AboutzS-2041SetIT • F RE ILIti N HI NGT t -NIL c)UTH HIU'HLANDS EWER 0 h� o z �!y 0 < z y SHEET 0 tVa. w a z o n' � a SHEET No. s N 3 x 6Th, p v m NE 5TH- - -- z �T No- 4 RENTON TECHNICAL COLLEGE NE 4TH ST I 1 LOCATION MAP WWP032 INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 COVER SHEET 2 NE 7TH ST - SEWER PLAN AND PROFILE 3 ABERDEEN AVE NE - SEWER PLAN AND PROFILE 4 NE 5TH PL - SEWER PLAN AND PROFILE 5 INDEX PL NE - SEWER PLAN AND PROFILE 6 NOTES & DETAILS 7 DETAILS S -V R D E S I G N C O M P A N Y o Civil Engineering Planning Landscape Architecture 0 911 Western Avenue Suite 302 Seattle, WA 98104 o Phone 206.223.0326 0 0 O NOTE: DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS, 10.20.94 - This record drawing has been prepared, based upon information furnished by the Contractor. While this information is believed to be reliable, SvR Design Company cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record document are advised to obtain independent verification of its accuracy before applying it for any purpose. - RECOMMENDED FOR APPROVAL - PLAN REVIEW DATE WASTEWATER UTILITY DATE =- -y- 1 P alp -,.1- TRANSPORTATION 8-�l -Yy DATE REVIEWED FOR COMPLIANCE TO CITrS STANDARDS `j CJ4 �, rmivnjajmjJ.w. N-Al -- 1� UTILITY S'"8TEMS MANAGER DATE �'�i � �/ /ice �.r?�l .✓ MAINTENANCE SERVICES MANAGER DATE 5.2 0 if / SHEET 1 OF 7 8.75LF !6" SS (5-r oTHtKS -see NEW MANHOLE (BY OTHERS -SEE (_, 1*4- CAc.T W W F - 3Z - 0¢86) VAC4wT LOT 2028 NE 7TH ST. CoNITKA.CT WWP- 32-0486) RIM 2O9.r?l 210(0 NE 7TH ST. N 8!037.3 -' c% LOGATION: CIO I..00p,T10N: 1 24' SrRA1GH7 SnoT S'9S ,r_T %lWP -6 -SET; E 9501-S WITH CAP 4 2X4 S' F o►A W/aTEe METER` a Y .} 7' FROrt 1i11A1Eet9ETCR GwST�AfT NIWP -62 -0 88) 11' FROM HOI]:!G ° ( t - , -_ HolsSa= s s_ . s 2102 NE 7TH ST r+�° \'�s�sa I 21O LocAT1oN \ rL°O°6ES) \ c _,. SIDE SEWER I� 8" FROM NaJ �f� s (1E %n i $T' E IN X32 5330 ' / �r� STA 1 +27. LT. SIDE SEWER (TYP? r- // SIDE SEWER `? SiA 2+ T 3 SIDE SEWER 64 L ' y 96 L � \ r � , 5 '{ xv, l,'y - - l - 21 ^SD- -� ';1 -- -I-SD- N PROJECT MERIDIAN IS ASSUMED 20 0 10 20 40 SCALE: 1- = 20 _ BLVD NE STA 0 +00 ABERDEEN EAVE NE STA. 53 +00 SUNSET~ STA. 0 +00 NE 7TH ST. - >_ i f - -- 2 .- •-ffi1 - - - - -- 1 +D aL I � I F I z - i a _D j 3+D- - PAVEMENT REPAIR E 22 i SS ®i- /G ONCRETE DRIVEWAY TYP, 7 AT 5 5 .i `a 7 75 r: z 7 DRj YE • - ✓ !s -'2 :i ��y Cy= c �s .1 E { •., -' - - -'/ SIDE SEWER CON!. 11 e:. I= _ 2 i 1.9 CONE WALK 4 1 E 3 E= ='s . 30 7 SfA 1 +96. RT. A DE SEWER WA11C' REMOVAL 8 1, \' REMOVE E7L SSMH #12-61 \ STA 2 +66 Ri. ' - IN 5 1. RESET WATER METER L c r �- <� c C � � , 11 _._ CONCRETE CUR$ 1 k / g A AS REQUIRED (TYP) r' 1 P. (STA 3il.3.5 I.Y�T ,L I GUTTER >.,. _- _ NEW SSMH #2 -(BSA 3+e53T} 1 REMOVE EX. SS PIPE r t REPLACE AT CROSSING = CONSTRUCT OVER EXIST. 8' SS PIPE/ {� WALK 1 BETWEEN MANHOLES (5TA 3M6lo. 14.5'Rf) "' ✓� Z ( I 1 (CURB 70 ) I i SIDE SEWER 2033 NE 7TH ST TO REMM. RECHANAET_ 4E ? ft STA 1 +28, Ri. G/O LoGA,TIO4- f1 M j a 14 ABANDON EX. SSMH 112 -118 `' Fv-m W/►TFKMEiEY CUT f4 PLUG 1 1 1 ZIOS NE 7TH ST EXIST 8 SS, SOUTH T11 (ZE9ET ^MONUMFJJT J / ' PLUG EX. SS SOUTH 2029 WE 7TH ST. 12' FROM BAGK OF WgIJC G/o LOGATIO1.t= m 1 / NEW SSMH #1 �1 C'/o LOCATION* 11, / Kt�t�t 10 N 8(033.1o8(ob I I � CONSTRUCT OVER EX 72 SS PIPE \a 3' mom WWrER. McTE� 7! -(e• FROM WALKWAY S I 171 I E 9504.7882 0 +13.9 19.2RT) 13' FROM bACKOF WALK LZ LEGEND 1 r f .N ? PLUG EX. SS LINE / C E �_ ..3'.�F 4� 't_ _ • NEW SSMH 8 L1� i i-- 1,4 p° m ELEV. 21_ >_Zv C PLUG 7M_ �- NEW SS PIPE 3G R 1_ ' ip NEW ASPHALT z; t.. Rl I 1- See Sheets i and 7 for Notes and Details. NEW CONCRETE J I II and 2 Sewer flaws tin earisting manhole #12 -60 may be temporarily routed through the north overflow - I _ pipe and a the exist 21' SS. All temporary blocking of manhole pipes shall be coordinated NOTE= O vii- I }¢ , DETAIL NUMBER with the City of Renton, ph: 235 -2631: I � DRAWINGS HAVE BEEN REVISED PER CONTRACTORS CONSTRUCTION e S�_- 4 I 3_ Side Sewer Addresses Sheet 2: RECORDS, 10- 20 -94. 2 DETAIL SHEET @ �}yp 678 Sunset Blvd. N.E. This record drawing has been prepared, based upon information furnished by the 2028 N -E_ 7th St Contractor_ While this information is believed to be reliable, SvR Design 2029 N.E. 7th St. Company cannot assure its accuracy, and thus is not responsible for the '` " "E 'R `�s''-T'I''1 ='I'- 2033 N -E_ 7th St accuracy f this record drawing or for an errors or omissions which may 2102 N_E- 7th St Y 9 Y Y � c":' -� v ^=� � -. -t ;,:�- 2105 NE. 7th St have been incorporated into it as a result. Those relying on this record document are advised to obtain independent verification of its accuracy e - -' ` 2106 N -E_ 7th St + T. before applying it for any purpose. �' C'' ��`-'- "� �'�`- Note- This information is provrded for the Contractor's _ CALL 48 HOURS : =tee �- "TER `0' -10E O" ' -r" "z `�'" _ convenience and shall be verified prior to construction. _ ® SAN 7k, .,�;M ko ;t 0 BEFORE YOU DIG 1-800 -424 -5555 195 ......... -. -_ - -- - - - - ... ...... ............... ... _.. --. -- ...... - -- - -------------- ....... .......... ....... 195 215 . - -. -_ -------------- - - - - -- ....... ----------- ---- - - - - -- ------------ .---------------------------------------------------- .. 215 APPROX. LOC. " SEWER SERVICE - 190 ... ... ...... .... ---- --- -----..- ........ -.. . - -- ----------------------- - - -i-. ----- ----- ..... -.../ .161 900.10 .- _ ... - ------ APPROX-- LOC:-- ------ ------- - - -- --- - -- ................... 210 0N r cgs EXISTING GROUND-AT / ��1a3 h o NEW-SEWER LINE - EXISTING T / / �� I - %� ll I � EXISTING GROUND A 185 ....... ........ ........ ---- ----------- - - - -- -_ .. �.....� _....... Ila 205 205 � I I �� // 0I III I 180 ----- ---------- ..........-- -- ---.-.. ............................ -.. ✓� i`' $a-- <�"i�i'. x" 180 ?.00.........- ....-- ......... J/ o ---------- --- - - - - -- -.- ------ I.I L.... 200 RECD J-2. NEW SSMH #2 (48') 175 ............. ..... ................... . ...... /.. � �< � . ............................... /../ -._ ° ._......... M sue, ots 195 PAN REVE o 195 1 I TA 3 +Ce3.5, i.7'L_F a.. -- .. a ' a < i'- a _ _ EX.- IE 12" EAST = 498.54 (IN) 199.3le 175 I _�- ' I I aF _ NEW IE 1� SOUTHWEST 196.18 (OUT) 198.23 ° AFPaRAOSX. LOC. i �E�y'�S ® _ 11 _ i I WASTEWATER U 15 "SD_ btu // I I 22LF 17'SS OF.-6* Ce.& 170 I ... 1 ?� 19.0... -' . . . . . . .. ............................... ..................... .. _ ........................ 190 TRANSPORTATIC - ---- /...... I. �..�I�.�.� '-------------------- ------ � L EX. 48' SSMH #12 -60. 4+00 CITY OF ~ L.Y. STA. 3 +413.(0 14.S'RT 165 t5�� /. /_ _ EX., RIM 2eB.6- 208.59 S DEPARTMENT OF 165 .... ............. .....N -.....-.... .. - - - --- -- NEW If 10 -SOUTHEAST = +96.9 (IN) l9l0 7q NEW SSMH #1 (54 ° °) NEW IE 12 WEST = 496.8 (OUT) I- Itc -59 S-Z SOUTH HIGHLANDS RIM- STA 0 +13.9, 19.2'RT EX IE 10 .NORTH = 197.1 (OVERFLOW) � N.E. 7t 1e= i73.z.o IE 12" NORTH = 166.i -B (IN) Kola -55 IE 12° EAST = 166.68 (IN) I Gle -S8 160 180 DESIGNED: MAK DATE: 8/' 160 ................... ------ - ...... - ...... IE AZ. SOUTH. =. fi&fr.58 .( OUT) .t to a "40. DRAWN: JAL 0 +00 1 +00 2 +00 3 +00 ..Fran. MRS SCALE: 1 S - v R D E S I G N C O M P A N Y 911 Western Avenue Suite 302 Seattle, WA 98104 Phone 206.223.0326 @N A. JQ OF WA A o�r�s stoney FILE NAME: 7th Flab BOOK ,-GE SHEET: 2 of-.' F: 7 �J 41AIR®3z iA i i I I I Al I I I = I I IA I T I A I I IA I I i IA I i 1 I I z 6-1 H P zz SIDE SEWER TYP. 7� STA. 3+65.5 NE 7TH ST. /3 4 BEGIN FURL VAOTH/-8-"\ SIDE SEWER NEW SSMH #2 ASPHALT OVERIAY J;� SEE SHEET 2 i -1 - STA. 0+39 STA. 77. LT. CF� 0� -2- Ij : SIDE SEWER NOTE SIDE SEIAIER STA. 2+77. 917. LEGEND DRAWINGS HAVE BEEN REVISED PER STA. 0+96. LT. CONTRACTORS CONSTRUCTION RECORDS, 10-20-94 RR TI ES NEW SSMH This record drawing has been prepared, based upon 2115 AISERDIEEM &Ve LIE E PLUG information furnished by the Contractor. While C'I LCN=A-rjC*j- ir S GIN- a this information is believed to be reliable, 4' FROM WA-I'M METM --<— NEW SS PIPE 1 7 V F,� SvR Design Company cannot assure its accuracy, ja V. -r-e FROM F90&3T C-F NEW ASPHALT 0 Lyr� t y _L and thus is not responsible for the accuracy S SS of this record drawing or for any errors or 17411 SIDE SEWER NEW CONCRETE omissions which may have been incorporated STA. 2+30, RL X1, Gk_1 1�_��R into it as a result. Those relying on this record -3 J�DE;AJL NUMBER document are advised to obtain independent ABANDON EX 7 --arss k SSIMH J12-52 \,�DEIAJL SHEET verification of its accuracy before applying . ...... it for any purpose. PLUG CONNECTIONS 49inr _acl� F X, y SIDE SEWER N -Tyl—_ 7 YIE I cn 2 RT. 11 SIDE SEWER rn SIDE SEWER TYP. 1+55. RT. STA. 0+98, RT. > 2109 ABEROMIN Avr= NE 'z- 2105 CE C, CR _AALL A15EF-PeElli ALVE hie K 2 NEW SSMH #3 ---- V-7' FROM vj&-rM tAtTeir- j-LT) C_ 0 L0C.&TIC7-4 -f E 2 1 ' 13 (STA 0 +49.'8, IC.1 FROM WATEX R4eTm FW4►4 rW.OL5T 40P HOUeE 7' FROM C-A15 MF_-rSV_ NOTES ZQ5- 3 ABERDEEN AVE SOUTH ME. CUT PL EX SS. 11 See Sheets 6 and 7 for Notes and Details. A-vF_ ME 2- Side Sewer Addresses Sheet 37 R 42 2100 Aberdeen Ave. N-E Asa a. SSMH 12 5 een Ave. 2101 Aberdeen N.E_ 96, e Eb Aberdeen Ave. 10' From ghke-v- &W wkLIZ-ViNle 2104 Aberd n N.E. 2105 Aberdeen Ave. N.E. 2109 Aberdeen Ave. N.E. 2113 Aberdeen Ave. N.E. 2117 Aberdeen Ave. N.E. CALL 48 HOURS Note- This information is provided for the Contractor's BEFORE YOU DIG 220 ---------------------_ .......................... convenience and shall be verified prior to construction. "00-424-SM5 220 S V R ............................................................. D E S I G N C O M P A N Y ' 911 Western Avenue Suke EXISTING GROUND AT 302 r- Seattle, WA 98104 215 ----------------- ...... ............. --NEW SEWER UNE ------------------- ------------- --------------------------------------------- 215 Phone 206.223.0326 210 ... ... ...... ..... .... ..... ----- ... ... A - - c _-_ -------- - ---- -------- -------------- ------- 210 > 53 g ow ow x -,a ox oix if ET A'. --------- ... -------- -------------------------------- 205 --------- - ----- . .................. . . ............................... .................. ---- -- ----------------- --- --- - - - - - -- 205 I EXMES 3fO7M4 ATSS- RECOMMENDED FOR APPROVAL ------ NEW SSMH #5 (487) 200 ----- ---- --- -- - - ----- ---..L.. ------- ..... -174LF IfSS +-6* . ..... ------------------------------- - ------- --------------------------- 200 PLAN REVIEW DATE NEW SSMH #4 (487) STA. 3!94-4. xl^'R;F 5+0&.4, Zl.&'IZT Ifss RIM 212.e 211.44 2.8 -L - - - - - - STA. 40IRT- 2_+177,8.6;_PT EX. IE 87 EAST 294.7155 (IN) 204.94 'WASTEWATER LITILITY RIM 244.26 211.26 NEW IE 10 NORTHWEST 294.% (OUT) w4.84 DATE IE 1ZSE ;299.28 (IN) ZOO.ic, IE 1Z N,2elil.;18 (OUT) 195 ... ............ .................. NEW .SSMH 14 ---------------------- .................................. ............................ --------- ___ ----------- .................................................. 195 TRANSPORTATION DATE STA. 8 h 46, 4%+ 0+45.5, I.VLT DC SSMH #12-60 RIM 249.38 210-46 IE 1Z SOUTH 4991-5;t (IN) I48.0<0 CITY OF RENTON IE 12*- NORTHWEST- !%-.4i- (OUT) IR-7.165- 5204// DEPARTMENT OF PUBLIC WORKS 190 ... ................ ---------- --------------------------- .................................... .......................................... ....... .......... ---------------- ------------------ 190 SOUTH HIGHLANDS SEWER IMPROVEMENTS Abs-rdeen Ave. N.E. / N.E. 6th Pl. DESIGNED: IVIAK____� DATE: 8/10/92 FILE NAME: abe.deen 185 ... .. ..... - . .... .. . ... . . ... ................ ........... ..... .. .. ...... ... DRAWN: JAL 0+00 1+00 2+00 3+00 CHECKED: MRS -Fs F=20' Flan NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 QF. 7 &VWr`l1Il1l%07 IFW 4C I I I I Al I I I A[ I IA I A A END FULL WUrH ASPHALT OVERLAY N SM. -3-11-010 20 0 10 20 40 > y (STA 5-t-0(..4.21. 2 NEW SSMH #5 EG% 3 1 4.4 PROJECT MERIDIAN IS ASSUMED SCALE. 1" 20' 0 CONSTRUCT OVER EXIST 9*ss PIPE ABANDON EX. SSMH #12-51 PLUG CONNECTIONS 2104 A6ERIP15151INI AVE IJ6 2100 AfteVe" AVE NE -riow: 2117 A5eZPI5eN AYE NE clo Loc.&Tlic�w-. Clcb Lc;"-nC;,Mt 16' FILOM WATSe IIIIASTE-0 4 3'-7" FROM WATE9- METIElL 10-4r FCOM "5 METER L I'-&" FROM WALL NEW SSMH 2 #4 (STA 21 -29, 113' 1=901,01 Fltakrr Or- HOUI>e (D C R _N TON 8E NCH, MARK I i' !,I Y OF 11,1 z�; 12 3 RA'! ROAD (STA 2+17.7, S. a LLI SDXL 1.0' U� tv Cr POVVER POLE /21,cl_m z 6-1 H P zz SIDE SEWER TYP. 7� STA. 3+65.5 NE 7TH ST. /3 4 BEGIN FURL VAOTH/-8-"\ SIDE SEWER NEW SSMH #2 ASPHALT OVERIAY J;� SEE SHEET 2 i -1 - STA. 0+39 STA. 77. LT. CF� 0� -2- Ij : SIDE SEWER NOTE SIDE SEIAIER STA. 2+77. 917. LEGEND DRAWINGS HAVE BEEN REVISED PER STA. 0+96. LT. CONTRACTORS CONSTRUCTION RECORDS, 10-20-94 RR TI ES NEW SSMH This record drawing has been prepared, based upon 2115 AISERDIEEM &Ve LIE E PLUG information furnished by the Contractor. While C'I LCN=A-rjC*j- ir S GIN- a this information is believed to be reliable, 4' FROM WA-I'M METM --<— NEW SS PIPE 1 7 V F,� SvR Design Company cannot assure its accuracy, ja V. -r-e FROM F90&3T C-F NEW ASPHALT 0 Lyr� t y _L and thus is not responsible for the accuracy S SS of this record drawing or for any errors or 17411 SIDE SEWER NEW CONCRETE omissions which may have been incorporated STA. 2+30, RL X1, Gk_1 1�_��R into it as a result. Those relying on this record -3 J�DE;AJL NUMBER document are advised to obtain independent ABANDON EX 7 --arss k SSIMH J12-52 \,�DEIAJL SHEET verification of its accuracy before applying . ...... it for any purpose. PLUG CONNECTIONS 49inr _acl� F X, y SIDE SEWER N -Tyl—_ 7 YIE I cn 2 RT. 11 SIDE SEWER rn SIDE SEWER TYP. 1+55. RT. STA. 0+98, RT. > 2109 ABEROMIN Avr= NE 'z- 2105 CE C, CR _AALL A15EF-PeElli ALVE hie K 2 NEW SSMH #3 ---- V-7' FROM vj&-rM tAtTeir- j-LT) C_ 0 L0C.&TIC7-4 -f E 2 1 ' 13 (STA 0 +49.'8, IC.1 FROM WATEX R4eTm FW4►4 rW.OL5T 40P HOUeE 7' FROM C-A15 MF_-rSV_ NOTES ZQ5- 3 ABERDEEN AVE SOUTH ME. CUT PL EX SS. 11 See Sheets 6 and 7 for Notes and Details. A-vF_ ME 2- Side Sewer Addresses Sheet 37 R 42 2100 Aberdeen Ave. N-E Asa a. SSMH 12 5 een Ave. 2101 Aberdeen N.E_ 96, e Eb Aberdeen Ave. 10' From ghke-v- &W wkLIZ-ViNle 2104 Aberd n N.E. 2105 Aberdeen Ave. N.E. 2109 Aberdeen Ave. N.E. 2113 Aberdeen Ave. N.E. 2117 Aberdeen Ave. N.E. CALL 48 HOURS Note- This information is provided for the Contractor's BEFORE YOU DIG 220 ---------------------_ .......................... convenience and shall be verified prior to construction. "00-424-SM5 220 S V R ............................................................. D E S I G N C O M P A N Y ' 911 Western Avenue Suke EXISTING GROUND AT 302 r- Seattle, WA 98104 215 ----------------- ...... ............. --NEW SEWER UNE ------------------- ------------- --------------------------------------------- 215 Phone 206.223.0326 210 ... ... ...... ..... .... ..... ----- ... ... A - - c _-_ -------- - ---- -------- -------------- ------- 210 > 53 g ow ow x -,a ox oix if ET A'. --------- ... -------- -------------------------------- 205 --------- - ----- . .................. . . ............................... .................. ---- -- ----------------- --- --- - - - - - -- 205 I EXMES 3fO7M4 ATSS- RECOMMENDED FOR APPROVAL ------ NEW SSMH #5 (487) 200 ----- ---- --- -- - - ----- ---..L.. ------- ..... -174LF IfSS +-6* . ..... ------------------------------- - ------- --------------------------- 200 PLAN REVIEW DATE NEW SSMH #4 (487) STA. 3!94-4. xl^'R;F 5+0&.4, Zl.&'IZT Ifss RIM 212.e 211.44 2.8 -L - - - - - - STA. 40IRT- 2_+177,8.6;_PT EX. IE 87 EAST 294.7155 (IN) 204.94 'WASTEWATER LITILITY RIM 244.26 211.26 NEW IE 10 NORTHWEST 294.% (OUT) w4.84 DATE IE 1ZSE ;299.28 (IN) ZOO.ic, IE 1Z N,2elil.;18 (OUT) 195 ... ............ .................. NEW .SSMH 14 ---------------------- .................................. ............................ --------- ___ ----------- .................................................. 195 TRANSPORTATION DATE STA. 8 h 46, 4%+ 0+45.5, I.VLT DC SSMH #12-60 RIM 249.38 210-46 IE 1Z SOUTH 4991-5;t (IN) I48.0<0 CITY OF RENTON IE 12*- NORTHWEST- !%-.4i- (OUT) IR-7.165- 5204// DEPARTMENT OF PUBLIC WORKS 190 ... ................ ---------- --------------------------- .................................... .......................................... ....... .......... ---------------- ------------------ 190 SOUTH HIGHLANDS SEWER IMPROVEMENTS Abs-rdeen Ave. N.E. / N.E. 6th Pl. DESIGNED: IVIAK____� DATE: 8/10/92 FILE NAME: abe.deen 185 ... .. ..... - . .... .. . ... . . ... ................ ........... ..... .. .. ...... ... DRAWN: JAL 0+00 1+00 2+00 3+00 CHECKED: MRS -Fs F=20' Flan NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 QF. 7 &VWr`l1Il1l%07 IFW 4C I I I I Al I I I A[ I IA I A A NOTES: • NEW SSMH - 1. See SheF,!s 6 and 7 for Notes onri Details. N L PLUG., ,r 2. Verify with City inspector that existing slide sewer at SSA 4 +43 and 4+56 'r. NEW SS PIPE do not require full replacement, prior to connection to irew line. NEW ASPHALT 3. Side Sewer Addresses Sheet 4. 2518 N.E. 5th Place NEW CONCRETE 2524 N.E. 5th Place 2528 N.E. 5th Place PROJECT MERIDIAN IS ASSUMED 1 1VDETAJL NUMBER 2604 N.E. 5th Place DETAIL SHEET .' .. .. 2605 N.E. 5th Place 2607 N.E. 5th Place 20 0 10 20 40 2608 N.E. 5th Place 2612 N.E. 5th Place 2613 N.E. 5th Place 251a NE 5TH PLACE _ ? ? ?? N.E. 5th Place (2 vacant lots between 532 Edmonds and 2605 5th) SCALE: 1" = 20' c/o LOCAriaM= at .> 9&015 NE 57H PL&CE Note: This information is provided for the Contractor's C/o LocATIom- €II SIDE - N -1- P€ 8E t�EEN r, 1 POUS NO y' 2503 & -2 YI BENCH IOSK 2 -Co FROV t Wp.76e USIM - - convenience and shall be verified prior to construction- t -w To wimle t Picisr- W 4' -Ce" FROM eACK oc WALKwAY '';' .. cF 4 z_ - 2(*0+ NE 5TH PtAGE °S'-5` To ar,Cle oc MLIC1114T REMOVE EX. SWH #13 -63 _ M ,x _ G/o LOc4-riow ABANDON DL SSMH 113-62 Q 2526 ME 5TH PLQGE 4' To WA17,P- METER PLUG CONNECTIONS W PLUG EX. 8'SS 2524 NE 51W PIAGE C/o LaGA.T10W= 29'1 To 5&CICOF WALIC AY < C,/0 LOCATIOM= to' FRAM DelvEWAY 8 NEW SSW #11 (SfA 2+70, TRi) 21012 WE em PI-ACF- =- z 0 ss 2w,.o r .- ..... ... CTit • wl%-rm METEQ b -6" Fe.OM E ACK OG 1 E$' `- - ?73. 42 C/o TOGO.- r10w1= E g -.. IY ;; 5 G.5' Feam GAII CF WAUG+My WALV -WAY 3' FROM W&-Mr_ METE¢- i W SIDE SEWER I t 570E SEWER 11'10 1`"aeCIC of WALKWA`r LL \ 1 SIDE SEWER / ` 1 STA 0,85. LT g ;I SIDE SEWER / STA 2 +60, LT 1 11 STA. 3+17, LT SIDE SEWER \ SIDE SEWER 3 STA 1+51, LT / (1yp) 8 1 STA 3 +73, LT -Si. S �\ 4 I / SIDE SEWER . \\ I I STA- 2 +04. LT PLUG EX. ErSS - -- — - - — I t .. 6 TYP 210 3 +00 / a � I i / 4, -`- - ZZ2LF - - -- -0-72"1 - -- =1 - - - - n - �'Q 17SS o e.8% - '-�'E- _ 21eo7 NE 571a PL. - v I' # Y SIDE SSao j LIMITS OF STA 4+43 OVERLAY (M) €E 9'N 28'.2 I SIDE SEW >- _ _ i3 BEGIN HALF STREET S tFlE SEihT32 & PLUG I!i ] STA. 2 +87, Ri I SM. 4+46 j \\ 7 OVERLAY STA 0+77 STA 1+85, Ri 7 1 21013 WE 5TH PL. I NE 5TH PLACE 2 NEW SSMH #10 (STA 0+55.4, 22'RT) SIDE SEWER & PLUG( I 21005 ME STo FACE NEW SSMH #12 (STA 4 +90.8, 7'RT) 2 6 STA 1 +57, RT 7 I C/o LocATIon1= 13 9LF 8'SS 0 0.7896 I Z' FR.oM F9aWT OF WALKWAY 2519 NE STH R..Ace 2519 NE 5TH PLACE (REAR LOT) I Ca.5' FitaM -17:tF_Pa1O,,rc E me C/o LOldT,ptJ= C/o LOCATCOIJ- ZZ' FRoM NWna wrce 9' - -(e' FROM WATM METEtL NOTE: I V PgOM E17C-AB OF IS" Ffo14 SAacOF- A5Pi1GLT DRAWINGS HAVE BEEN REVISED PER CONTRAGTOR'S CONSTRUCTION RECORDS, 10 -20 -94 ALT This record drawing has been prepared based upon information furnished by the Contractor. While this information is believed to be rel)able, SvR Design Company cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for- any errors or omission: which may have been Incorporated into it as a result. Those relying on this record document are M ( z284. 4 i REMOVE EX. SSMH #13 -61 NEW SSMH #13 (STA. 4 +95.7, 2'RT) . � 6 STA. 5 +00 NE 5TH PL= 0 +00 FERNDALE AVE. W 8. -- 14.5 "i i — - _. m i ' END HALF STREET i OVERLAY STA. 5 +02 CALL 48 HOURS advised to obtain independent verification of its accuracy before applying it for any purpose. BEFORE YOU DIG S V R 290 - - - - -- ---------- -------- - - - - -- --- - - - - -- ................--------- - - - - -- — ......... ........... ... ... .. 1- 80...... 4-5565 290 - - - D E S I G N C O M P A N Y 911 Westem Avenue 285 ------- - - - - -- - - - - -- - '- ------------------------------------------ ........... ........a ........ " 285 (STING. GROUND AT Suite 302 NEW SEWER LINE Phone 06 98104 Phone 206 223 0326 -- d° °o� oo g y �' oc ° , 80 11 .m....... -13'. -.0 .. .................... .... ...... .. _.... ... I_ I ..._.. ... .. .. v h 280 .......... . .. g� n og� ...........................I{ w x� _ -N.. vM o�I .W ... . . 2 .. o� - awI III .0W ¢N ¢w °¢"' _ pv, rcw aw aw III o�I oN n¢ aQ nal i ¢ awl <31 a� ¢� c3 ¢w ¢3 ¢�... .¢3 .......................... ..... -. -. -_ -...._ .. _ ..__.. ...... ................ I 275 ......... 1 1 - «a `3 I - - - - -- -- -- - - - - -- - -- 75 0.77-1 - I I 2 MbF lrss ®ems. -�e� I4e 1TSS 0 e--MW i ---- - - - - -- I i I - �wnES ai0rrea— --- — — — L ---- - - - - -- Il NEW SSMH #13 (48 ") --------- - - - - -- -- - - - - -- I I - RECOMMENDED FOR APPROVAL E -- STA. 4 +95, 1:7'RT - 270 ..................... ............................... .................. ..'------------------.........- '------------------------------ - ---- ------ RIM- Q13AR9.284.te 1.....(. ........ 2 PLAN DATE P 8 z8 -gi NEW SSMH ' #1�2 '(48') EX. E NORTH = nz�547 IN 275.4970 REVIEW DA NEW SSMH #10 (48) NEW SSMH #11 (48") STA. 4+90.8, TRT EX. IE Ir EAST = £75x37 (IN)275.41 l f - -y z STA. 0 +55.4, 22'RT RIM• 28572 7'RT = 84.5 NEW IE 12 SOUTHWEST - 75% WASTEWATER UTILITY DATE RIM - j2.l}.l 278.eo - 73 42 - P(IN) IE 17 EAST = Rili.5�(IN) 271.(-0 IE.12' EAST = .:73.14 (IN).2 EIM10 WEST- 9 2 (OUT) 7LF 12"SS O 8:4+� T f � � (OUT) 265 ...............I- IE 17 WEST. _ 2,339. OUT) 273.32 275.29- - - - - . - - 265 TRANSPORTATION DATE .....IE-8' NORTHWEST= �i71 -i9{ OUT) 211. 40 ........................ . ..... ---- ---...---........---........... ....# -' ------..._....... - ---- -- - - - - - - - - - - - ................... - ----- sLF 8ss 0 0.78s CITY OF RENTON STA 0 +49.1. 201RT s� REMOVE EX. MH DEPARTMENT OF PUBLIC WORKS 260 ......... .... ...... — CONNEGT NEW - 8'SS...........- ..... TO EX. 8"5S W /COUPLING . 5 +00 SOUTH 'iIGHLANDS SEWER IMPROVEMENTS 255 .............. -- -- - - - -- _ - - - -- 1+00 2 +00 I- 32 I I I 1 I A I I 1 I A I 1 I A i Y N.E. 5th P1. DESIGNED: MAK DATE: 8/10/92 FILE NAME: 5th .................. ............................. ........ ... ....... ................. DRAWN: JAL 3 +00 4 +00 CHECKED: MRS SCALE: 1 =ZO' FlaD Boow Puce NO. REVISION BY APPR. DATE APPROVED: SHEET: 4 OF: 7 NDEX PLACE IE u�i N s 1 ?Y? INDev PLACE NE l.4G IMPem Pt.AC-6 ME CD -1 CD i cab "oGATrnN= G/o I..oCATlOw1= !1J ,i PROJECT MERIDIAN IS ASSUMED :;.. 23' FRon/1 HATE¢ ME'EG 1(a FR.OM w4-r512.. tnet8z Z 2 '�. 71 Ftrrolvt 1Itx14e ?' FYorl /1ocr3G yl REMOVE EX SSMH #13 -377 2 20 0 10 20 40 NEW SSMH #20 (STA. 0+14.8, 13'LT)12 I NEW SSMH X21 (STA. 2 +62.7, 13'LT) 8 CONSTRUCT OVER IX. rSS PIPE g COORDMATE RELOCATION OF ! PAVEMENT REPAIR 9 I SIDE SEWER SIDE SEWER MANX WITH (Typ) y REPAIR GRAVEL DRIVE STA. 1 +07, LT. STA 1+43. LT 4 ! ` ' SCALE: 1" = 20' STA. 0+00 WITH CR. ROCK - (TIP) g 1 i0 INDEX PL NE. m 7 TOP CRSE Ij I ON Z BASE CRSE I MATCH EXIST. GRADES = _ _ _ ! \ 248LF 8 SS / 1 { i \ v i v - y — ice'* O 9 9 ; , PLUG Ex ss ' I 7 `•...�`_�.-- ..1NY_ 57A 27t54-5-4-,- WEST CONCRETE WALK LEGEND t` ...>- • NEW SSMH s.i 1%L 'i :" , 2f, R'-N_ e _ PLUG sx—. IM :>�:li' r".Z: 3 I -y fir, I '—•I NEW SS PIPE i 9 €-E NT x i NEW ASPHALT 1 { z9o� NE NTH STRCE y 3 I { ' , j I , NEW CONCRETE ` SI TYP DE SEWER g SIDE SEWER I I : 1 DETAIL NUMBER STA 1+60. RT. I - -._ ____ asavxT i 1 (LOCATION APPROX-) I' 2 DE AIL SHEET - I \\ 2908 NE (NTH ismeET 1 ;z 7 l NOTE: e A• _s �� rr,-E <, 1 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS, 10 -20 -94 a (A -CH � T-,T-E r _ I This record drawing has been prepared, based upon information furnished by the Contractor. While this information is believed to be reliable, SvR Design Company cannot assure its accuracy, r1 and thus is not responsible for the accuracy of this record drawing or for any errors or 7 a�CZ °cr c omissions which may have been incorporated into it as a result- Those relying on this record 0 Mz TAW SEWER v 11 document are advised to obtain independent verification of its accuracy before applying it for any purpose_ °I NOTE& 21 1. See Sheets 6 and 7 for Notes and Details. 1 2. If construction occurs during the months of October through April, the 7th Street sewer construction (per sheet 2) shall be completed prior to making the Index Place crossover connection (sheet 5). v1 Side Sewer Addresses Sheet 5: 2905 N.E. 6th St. 1 2908 N.E. 6th St. C`1-3l .. z in 666 Index Place N.E. U) ? ?? Index Place N.E. (other half of 666 Index PI. N.E. duplex) io i Note: This information is provided for the Contractor's - CALL 48 HOURS 1 convenience and shall be verified prior to construction. BEFORE YOU DIG 1-800 -424 -5555 S V R 335. ---------------- .------------ ............ ......-' - -'- --� . ...... .. . . . . .. . . . .. .: :............. .. ............... -- --' 335 - - - _ D E S I G N C O M P A N Y 911 Westem Avenue Suite330 ---- ------------------------ ....------ ......----- ...... -' ---_...------------------------- -- ------ - - - - -- -- ---------- ...... - - - - -- - -- -- —..... 330 Shoe 0062230 2 2 6 EXISTING GROUND AT BEN A NEW SEWER LINE _ 325 -- - -- - ------ --- - - - - -- --------- ----- -- ------- - - - - -- 325 320 -- - -- --- -- -- - - -- ------ ------ 320 ... - .. - - - -' -----.------------------------.-.-..- ��' -w sommS 3/07/84 ocl ¢N am - otn RECOMMENDED 315 ....................... ........ aml ao a Pak P APPROVAL 28-92 ' I .......... ........ ... ... ..... .... ............................... ....... ........... ................ . .. _ _ - - -- -- - - - - -- -------- ------ 315 PLAN REVIEW DATE. b- 248LF 87SS 01 4 -85ifr IN-I 11 C, e- WASTEWATER UTILfTY DATE 310 ................................... ................ ............... .. ............. -. 310 T - NEW SSMH #21 (48'), - .... ..... ...........STA. -2i- 62,7.- 13LT.......- ...- .-- ...... TRANSPORTATION DATE REPLACE IX. SSMH _ I _ RIM 822.08 '522.1e5 . NEW SSMH 20 = EX. IE - EAST 344.19 ( (IN) ) 313,0 l��/ ITY OF RENTON 305 . .... .... .. .............. .. .. 4. � ). �3 a - 305 IX. IE 8' EAST 3+4:98• IN 31'9.80 NEW IE 8' NORTH 3+�9& (OUT) 3 .8 F PUBLic WORKS DEPARTMENT O RIM 0+14.6, 13'Lr SOUTH HIGHLANDS SEWER IMPROVEMENTS RIM = 3i1$� 32o.R2 . NEW IE if SOUTH = 39348 (IN) 312.' 2 ti nEX PI. N.E. IX. IE 8" EAST = 399.49 (IN) 3i-a-zv .. WEST 399 = . 300 DATE: $�IO�g2 .... .... .. . ...... . . . ........ . .............. .. E ...... .... . X. .. IE 8' .. .. ..... 39- (OUT -- - - )3i2 -k - ---� -......... � ............ ... ..... DESIGNED: MAK FILE NAME: index ..... ..... ..... .. --- -- -- .........- .... -..... -... DRAWN: JAL 0 +00 1 +00 2 +00 3 +00 MRS SCALE: I' =ZO' ROD BOOK: PAGE- CHECKED: NO. REVISION BY APPR. DATE APPROVED: SHEET: 5 OF 7 wwp-J4 -I j -I- -I- - I_ I I A I 1 I I T I 1 I T I j I T I $ I 1 I i 1 I I *CURB INLET 12 7OP= 329.78 LE- 328.18 (8' OUT) SURVEYOR "S CERTIFICATION I, JOHN R. BRISKI, A PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT THIS AS CONSTRUCTED DRAWING PLAN IS BASED UPON AN ACTUAL SURVEY PERFORMED BY A.C.E., INC., IN THE MONTH OF AUGUST IN THE YF4R 1993. 13 /993 JOHN R. BR15KI, P.L.S. DATE L.S. #6907 R 8R I 'D.i�b &OT l pp � 4 C a oeeal z�ms "M 14. leas L E G E N D •� BUILDING DOWNSPOUT * SIGNIFIES AS CONSTRUCTED FIELD INFORMATION ® CATCH BASIN / CURB INLET yi li O 20' 40' 60' SCALE BAR S _2 01 CLOB aN¢fT 11 TYPE a TOP 330.6 LE -32790 *CO763 DEFT 11 L 0CH B;SIN 15 7YPE I 7YPE I TOP AS REOWED LE -327.0 (1Y) TDP- 331L41 LE=327.66 LEii2R0 qw) TOP-32&4 LOCIIFD laD LE-4S PLR PLANS O LF { SD O 2Z J v Gn 5s as a� 26 IF SO G17L77 B4SW 11 TYPE 1 - - - -- - - - - - -- r - - --i ----- - - - - --1 r- - - - --� TOP�3341 ! l_J I I *GILT/ 134M 11 7OP�i33.54 (12- OUT) LE-W169 I I I i I I I I LE -73804 (4• IN) I I 4• SO =4901ff 1 I I I d I I I I k v >< �I r-9 I I NEW BUSINESS TECHNOLOGY CENTER I l o a I I 1 co ! • 1 1 I rJ I 1 "'-6 IF 6" SS GR4WN LIVE `S L 1 i 1 L_-- _— L _ - - - - -J L-- — L-- __ - - - - -J L - - -J CAILN 849N1s 12 LF 6' sa IIPE 2 4B' 70P+a330.32 SOLID UD O 1.7Z 7O A. 781 SD LE=I24.7 C(12" w 252 IF 12' SO O 2.1% 28 LF 4 SD LE�32S47 (72• S) S) LE�TLS50 (12' N) G7L7a BASH 12 TYPE 7 7DP iii05 *01TCH BASIN 14 16 LF 6• SO 0 2Z � '8 70P- 330.08 LOCIED UD LEAS PER PLANS GTCN 84Sl4 13 TYPE 1 TOPt32R3 *GRN BASIN 12 LE(72. OUT) * 047M BASIN 13 \ CURB INLET 12 LE—j3R92 (4' IN) TOP -32916 LOCI® LID LE--AS PER FLANS 70P =329.8 - LE=327.57 LE; —JM77 (6' IN) LF —=Ma72 (12' IN) *CURB INLET 12 7OP= 329.78 LE- 328.18 (8' OUT) SURVEYOR "S CERTIFICATION I, JOHN R. BRISKI, A PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT THIS AS CONSTRUCTED DRAWING PLAN IS BASED UPON AN ACTUAL SURVEY PERFORMED BY A.C.E., INC., IN THE MONTH OF AUGUST IN THE YF4R 1993. 13 /993 JOHN R. BR15KI, P.L.S. DATE L.S. #6907 R 8R I 'D.i�b &OT l pp � 4 C a oeeal z�ms "M 14. leas L E G E N D •� BUILDING DOWNSPOUT * SIGNIFIES AS CONSTRUCTED FIELD INFORMATION ® CATCH BASIN / CURB INLET yi li O 20' 40' 60' SCALE BAR S _2 01