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Home My WebLink AboutzS-0488Set,i I�111111�1111_ =/� �� nnnil rlllllill�ill� LOCATION • • PROJECT NO. S -488 MARCH 1993 of W Fe m - oA�s MONTGOMERY WATSON 9�ACls�eo Gl,$C, stO Bellevue, Washington EXPIRES: 12/13/ INDEX OF DRAWINGS SHEET NO. DESCRIPTION G -1 Cover Sheet G -2 Abbreviations, Symbols and General Notes G -3 Street Location Map and Control Points GC -1 Civil Details - I GC -2 Civil Details - 2 C -1 Line 'A' Plan and Profile - Sto. 0 +00 to Sta. 6 +00 C -2 Line 'A' Plan and Profile - Sta. 6 +00 to Sta. 12 +00 C -3 Line 'A' Plan and Profile - Sta. 12 +00 to Sto. 18 +00 C -4 Line 'A' Plan and Profile - Sta. 18 +00 to Sta. 24 +00 C -5 Line 'A' Plan and Profile - Sta. 24 +00 to Sta. 29 +00 C -6 Line 'A' Plan and Profile - Sta. 29 +00 to Sta. 35 +00 C -7 Line 'A' Plan and Profile - Sta. 35 +00 to 36 +39.10 /Lines T', 'C', & 'E' C -8 Line 'C' Plan and Profile Sta. 0 +00 to Sta. 3 +30.27 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS � J p2 PLAN REVIEW DATE D TY 5 M ECTDR i DATE ✓ 4- -2 - 93 V. i d-93 WASTEWATER UTILITY DATE INTE!ANCE SERVICES M DATE I ® ® I _ a 1 I 1 i I I 1 l 1 i i �iviivr— L.3 �U4isis I (2) ON SHEET NUMBER G -2 THIS SECTION IDENTIFIED AS: (1) DETAIL IDENTIFICATION SHOWN ON DRAWING G-1 AS: q `—DETAIL LETTER ABBREVIATIONS, SECTION NUMBER G -2 SYMBOLS GENERAL NOTES: ABB ABBREVIATIONS EA EACH SHEET NUMBER ON LS LUMP SUM S SOUTH, SLOPE EXISTING STRUCTURE 'A ASPHALT LIMITS I. COORDINATE SYSTEM FOR EACH STREET IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN .CONCRETE INSTITUTE EF EACH FACE LT L:EFi � 9�� "� SAN SANITARY x FENCE ® PROPOSED SEWER LINE COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ASPHALTIC CONCRETE E EAST IF THIS BAR DOES NOT MEASURE WHICH THE DETAIL :(-il $1.4 r 43 RY R. C. E. NO. DATE RS, INC. SCD SCREWED --- -�- --- R/W CE CONCRETE 2. VERTICAL CONTROL DATUM IS CITY OF RENTON: ELEVATIONS OF CONTROL POINTS ARE ACP ASBESTOS CEMENT PIPE ESMT EASEMENT MAX MAXIMUM SCH SCHEDULE — RIGHT -OF -WAY LINE SHOWN ON SHEET G-3. AISC AMERICAN INSTITUTE OF ED EDGE :F OIL ME MECHANICAL END SO STORM DRAIN —�r-- EXISTING MANHOLE � TREES 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED BY THE STEEL CONSTRUCTION ECR END CURB RETURN (COLLARED TYPE) SEC SECTION EXISTING UTILITY — PROPERTY LINE INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL THE 'ONE ALUM ANSI ALUMINUM AMERICAN NATIONAL EL ELEVATION (ELEV.) MJ MECHANICAL JOINT SHT SHEET — 18' SD— C} - -- WATER METER OR CALL' CENTER AT I- 800 - 424 -5555 FOR UTILITY MARKING 48 HOURS IN ADVANCE OF ANY EXCAVATION. STANDARDS INSTITUTE ED EQUAL OR EQUATION MH MANHOLE SIM SIMILAR CATCH BASIN 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR A APPROX APPROXIMATE EW EACH WAY MIN MINIMUM SL SLOPE OR SURVEY LINE MINIMUM OF FIVE (5) PIPE LENGTHS IN ADVANCE OF INSTALLATION OF NEW MAIN. ASA AMERICAN STANDARDS ASSOCIATION (NOW ANSI) EXIST EXISTING MiSC MISCELLANEOUS SPECS SPECIFICATIONS 5. STATIONING SHOWN IS ALONG THE CENTERLINE OF THE SEWER PIPE ALIGNMENT AS DEFINED MIRK MARKER SO SQUARE BY THE PLACEMENT OF THE NEW MANHOLES. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS EXPJT E %T EXPANSION JOINT EXTERIOR ML MONUMENT LINE SS SANITARY SEWER 6. CITY OF RENTON STD, DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. ASPH ASPHALT MON MONUMENT ST STREET ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL FIN FINISH STA STATION 7. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 7:00 A.M. TO 5:00 P.M. ON WEEKDAYS EXCEPT WITHIN IOO' OF SUNSET BLVD. N.E., WHICH SHALL BE LIMITED AVE AVENUE FD FLOOR DRAIN N NORTH STD STANDARD TO THE HOURS OF 7:00 A.M. TO 2:30 P.M. (UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 - 2620). ALL STREET CLOSURES, PARTIAL OR FULL, AWS AMERICAN WELDING ASSOCIATION F TO F FACE TO FACE NE NORTH EAST STL STEEL SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE AWWA AMERICAN WATER WORKS FF FINISH FLOOR NIC NOT IN CONTRACT STN STL STAINLESS STEEL POLICE DEPARTMENT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. ASSOCIATION FIN GR FINISHED GRADE NO NUMBER 8. CONTRACTOR TO PROVIDE BYPASS PUMPING WHERE NECESSARY TO MAKE CONNECTIONS AND STRUCT STRUCTURAL OR STRUCTURE CONSTRUCT ALL PIPING AND APPURTENANCES. ALL BYPASS PUMPING METHODS SHALL BE BK BACK FH FIRE HYDRANT NTS NOT TO SCALE SY SQUARE YARD APPROVED BY THE ENGINEER. BLDG BUILDING FL FLOWLINE / FLANGE OC ON CENTER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND BLD FLG BLIND FLANGE FLGD FLANGED OD OUTSIDE DIAMETER T TELEPHONE ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. FUR FLOOR TAN TANGENT 10. A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER BM BENCH MARK FPM FEET PER MINUTE ORIG ORIGINAL CONSTRUCTION IS IN PROGRESS. BOT BOTTOM TB TELEPHONE BOX FPS FEET PER SECOND P POLE OR POWER TBM TEMPORARY BENCH MARK 16 IN PAVED AREAS, ALL MANHOLE COVERS MUST SLOPE TO MATCH EXISTING PAVING. BRG BEARING FT FEET OR FOOT PC POINT OF CURVATURE TEL TELEPHONE 12. ASSIGNMENT OF THE CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, B & S BELL AND SPIGOT FTG FOOTING PE PLAIN END TEMP TEMPORARY PROTECTING AND REPAIRING DAMAGE TO THE EXISTING UNDERGROUND UTILITIES IS SHOWN IN BV BUTTERFLY VALVE PIED PEDESTAL TH THICK OR THICKNESS SECTION 1 -07.17 OF THE SPECIAL PROVISIONS. BVC BEGIN VERTICAL CURVE G GAS PERF PERFORATED TJB TELEPHONE JUNCTION BOX 13. CONTRACTOR SHALL PROTECT FROM DAMAGE EXISTING WATER METER SERVICES OR OTHER GA GAGE PI POINT OF INTERSECTION UTILITIES DURING THE INSTALLATION OF NEW SIDE SEWER SERVICE, CN CATCH BASIN GALV GALVANIZED PK PK NAIL TMH TELEPHONE MANHOLE 14. INSTALLATION OF 45 DEGREE WYE FITTING FOR SIDE SEWER CONNECTION TO SEWER MAIN SHALL GC GENERAL -CIVIL PL PROPERTY LINE OR PLACE TOP TOP OF PIPE BE ALLOWED ONLY IF APPROVED BY THE ENGINEER. CE CONSTRUCTION EASEMENT TP TELEPHONE POLE OR CF CUBIC FOOT (FEET) CIP GALVANIZED IRON PIPE POC POINT ON CURVE TELEGRAPH POLE 15. CONTRACTOR SHALL RE- POSITION SIDE SEWER ALIGNMENT, IF NECESSARY, TO AVOID DISRUPTION GPD GALLONS PER DAY POT POINT ON TANGENT TYP TYPICAL OF EXISTING UTILITY SERVICES TO PROPERTY OWNER. CFH CUBIC FEET PER HOUR GPH GALLONS PER HOUR PP POWER POLE 16. NO SIDE SEWER SHALL BE CONNECTED TO THE NEW SEWER MAIN PRIOR TO TESTING CFM CFS CUBIC FEET PER .MINUTE CUBIC FEET PER SECOND GPM GALLONS PER MINUTE PRESS PRESSURE UG UNDERGROUND AND FINAL ACCEPTANCE OF MAIN, UNLESS APPROVED BY THE ENGINEER. CIP CAST IRON PIPE GIRD GRADE OR GROUND PSF POUNDS PER SQUARE FOOT UGC UNDERGROUND CONDUIT 17. TV INSPECTION OF EXISTING SEWER MAINS SHOW SOME RESIDENTIAL LOTS CONTAINING SEVERAL SIDE SEWER LATERALS. THE CONTRACTOR SHALL DETERMINE PRIOR TO INSTALLATION GV GATE VALVE PSI POUNDS PER SQUARE INCH UGE UNDERGROUND ELECTRIC OF NEW SEWER MAIN WHICH SIDE SEWER IS ACTIVE IN ORDER I'D LOCATE NEW SIDE SEWER CL CENTER LINE OR CLASS PT POINT OF TANGENCY OR POINT UGT UNDERGROUND TELEPHONE CONNECTION TO SEWER MAIN. INACTIVE AND ABANDONED SIDE SEWERS SHALL BE PLUGGED. CMP CORRUGATED METAL PIPE HAP HORIZONTAL ANGLE POINT PVC POLYVINYL CHLORIDE USGS UNITED STATES GEOLOGICAL CID CLEANOUT HORIZ HORIZONTAL PVMT PAVEMENT SURVEY COB CLEANOUT BOX HPI HORIZONTAL POINT OF PWR POWER COL COLUMN INTERSECTION VAR VARIABLE CONC CONCRETE CTR CENTER HWY HIGHWAY HYD HYDRANT OTY QUANTITY VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE CY CUBIC YARDS ID INSIDE DIAMETER R RADIUS VERT VERTICAL CLR CLEAR IN INCH RC REINFORCED CONCRETE VOL VOLUME COORD COORDINATE IE INVERT ELEVATION RCP REINFORCED CONCRETE PIPE CONT CONTINUOUS I INSTALLATION OR INSTALL RD RED ROAD REDUCER OR REDUCING WM W WATER METER / WATER MAIN WEST OR WATER COMPT COMPACT OR COMPACTION INV INV INVERT WITH CONST CONSTRUCTION OR CONSTRUCT IPS IRON PIPE SIZE REF REFERENCE OR REFER W/ CTRL CONTROL REINF REINFORCING OR REINFORCED WT WEIGHT L LENGTH REOD REQUIRED WWM WELDED WIRE MESH DET DETAIL LAT LATERAL RP RADIUS POINT W/O WITHOUT DI DUCTILE IRON LC LENGTH OF CURVE RT RIGHT WV WATER VALVE DIA DIAMETER LF LINEAL FOOT (FEET) R/W RIGHT OF WAY W LAT WATER LATERAL DIP DIST DUCTILE IRON PIPE DISTANCE LP LIGHT POLE WWp WASTEWATER PROJECT ON DOWN LN LONG YD YARD DWG DRAWING SECTION AND DETAIL IDENTIFICATION SECTION IDENTIFICATION NOTE DETAIL IDENTIFICATION M SECTION CUT SHOWN ON DRAWING G AS:,,,,,— SECTION NUMBER DETAIL LETTER - -�„ DRAWING ON WHICH DETAIL APPEARS 2 SHEET NUMBER ON WHICH G -2 THE DRAWING IS LOCATEDTION DETAIL IDENTIFICATION (2) ON SHEET NUMBER G -2 THIS SECTION IDENTIFIED AS: (1) DETAIL IDENTIFICATION SHOWN ON DRAWING G-1 AS: q `—DETAIL LETTER SECTION NUMBER G -2 ��SHEET NUMBER ON WHICH SECTION NAME q THE DETAIL IS LOCATED G-I SHEET NUMBER ON WHICH THE SECTION (2) ON SHEET NUMBER G -2 THIS DETAIL IDENTIFIED AS: - IDENTIFIACTION IS SHOWN DETAIL LETTER � 9�� "� WARNING 0 %z DETAIL NAME q ! __ R. C.E. NO. OAT 1 'I I� G -I SHEET NUMBER ON �� Z4 4 IF THIS BAR DOES NOT MEASURE WHICH THE DETAIL :(-il $1.4 r 43 RY R. C. E. NO. DATE RS, INC. I• THEN DRAWING IS NOT TO SCALE. IDENTIFIACTION IS SHOWN CITY OF RENTON WAs611 DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT f W W P- 13 -0488 ABBREVIATIONS. SYMBOLS AND a �0 Rp° eo �� GENERAL NOTES STS ess TL1 AL CMG` DESIGNED: C DATE: 3/93 FILE NAME: DRAWN: CPA EXPIRES : 12/13/ X60W D140WINA 45 Q(>ILT VCiO JECi ;L/joffC_f_9_jy C N0. HECKED: SCALE: NONE FIELD BOON: PAFGE: REVISION BY APPR. DATE SHEET: G -2 OF: A I r I I I I AL I Alik _ I z I ][ I I I t I I I iY i I i CONTROL POINTS POINT COORDINATE , ELEVATION DESCRIPTION - L NORTHING EASTING !; 1 % Ji 1 9815.933 11624.370 331.91 CTRL. PT. 2 9530.337 11722.263 327.30 CTRL. PT. 3 9040.132 11691.799 315.50 CTRL. PT. 4 9146.914 1198.259 273.60 CTRL. PT. 5 9227.982 10714.647 277.90 CTRL. PT. 6 9239.554 10214.563 267.20 CTRL. PT. 7 9286.713 9780.618 240.60 CTRL. PT. 8 9263.561 9550.349 220.90 CTRL. PT. 9 8870.744 9513.607 213.90 CTRL. PT. 341 9270.094 11718.649 322.74 CTRL. PT. 1106 9697.716 10722.364 268.36 CTRL. MON. PT. N 405 �1 1 WARNING Z / 3 D /2 ATE IF THIS BAR DOES P Q $ NOT MEASURE I" R. C. E. NO. DATE THEN DRAWING IS INC. NOT TO SCALE. NE PP�� Or�le NE10th St _..._ z N PT NO 1106 ° z i I 1 j� a- Pa / t i k�-F N PIE 9th --- - PT NO._8 - � 1 - - - I 1 1 �NO.7�_ r _ T - �i = PT. NO. 341 � NE 8th P I i -1—IL L PT. NO 5 ¢ - LINE1: [1 . LLJF W -.> ° .._ j --1- -r- `--; -NE 8th St � PT. NO. 4 — —_I ¢ 7 Q __ .... 7, - r ; ¢ LINE ' E' _T NE 7 }- th St r a _ r I 17� ,_, ' 6th ....... : �t j r r r \ h W ! r` y t ° Lu , - _ f W's`% SHEET LOCATION MAP SCALE: 1' = 200' mom 267$ ° $� SS"NAL �1AG EXPIRES: 12/13/ RE[ N0. S�, PT. NO. 3 - I < _- - ^ NE 9th St , : - L , t _ __.3 ;o o !; 1 % Ji I k k .,, f , m l >; - SHEET ? i .. . - LI ,1,E l � f r" r , o C i � k / y t" PT. NO. I Pa / t i k�-F N PIE 9th --- - PT NO._8 - � 1 - - - I 1 1 �NO.7�_ r _ T - �i = PT. NO. 341 � NE 8th P I i -1—IL L PT. NO 5 ¢ - LINE1: [1 . LLJF W -.> ° .._ j --1- -r- `--; -NE 8th St � PT. NO. 4 — —_I ¢ 7 Q __ .... 7, - r ; ¢ LINE ' E' _T NE 7 }- th St r a _ r I 17� ,_, ' 6th ....... : �t j r r r \ h W ! r` y t ° Lu , - _ f W's`% SHEET LOCATION MAP SCALE: 1' = 200' mom 267$ ° $� SS"NAL �1AG EXPIRES: 12/13/ RE[ N0. S�, PT. NO. 3 - I < _- - ^ NE 9th St - L , t _ __.3 - SHEET ? i .. . - LI ,1,E l � f r" r C i � y t" - O 1 r I m ¢ r - t t �= I Z O ¢I cE I!........ L �YI =I _ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT W W P- 13' - 0 4 8 8 ANDS CONTROLIO POINTS DESIGNED: DATE: 3/93 FILE NAME: DRAWN: QPYCIS DRglMNG -AS J3UlLi 1%�rjp rlea ,2/ f.�L /59Y CHECKED: SCALE: AS NOTED EiElO BOOK: PAGE: REVISION BY APPR. DATE I SHEET: G-3 OF: (]► f I ( I I AI I ! I = I 1 L I I Z I _ I I A I I 1 T I I 1 II I I I f� f I ( i I Al I I I I i I I ]( i _ ® 0 I I A I I I T I I I IAL I I 1 I f I 7 /IA061C0E8/4AVE NE 815 AS69P661JA1/E NE ; 8 19.915E9DEEN AVE -NE 8Z3A8E1?LOE,5NAVEN, SS /ABEROC-ENAVL: -NE I- CEO LLXAT 1011: C/o LOCATION: C/OLOCATION: &OLOCArION/ C/O LOCAT /D"-' ' S (n RIM, /4' FROM HOUSE , x �- 9' FROM7Ii)TL;%L /O FROM HOUSG 25 FRft HFXo5E 2/' FCOnA H(XJ$L 3 S' FROM METER $' Fl¢OM MATER I 5' FROM N/B7 EYE 14' FROM HOUSE 2' - -- 3' FROM IVFETER L i IL_ T w e i :: `!c._ E' _ 2.Z(z 707,a�QL'6iJAVe N i Gd C/O LO T /ON.' 3 f FRO SE /7' M HOU I i s MHANO- a ' .: I i MANHOLE CONNECTI N P �1 _ r. - - G W% I DROP%PCONNECMI N) / , = t , �,4 853 AB£RDF.EN At2;AlE', /51 FR A4 - M ER LINE 5 FRO MI < I 3 i 8 "F ETER , "8 'S 1 �. , / -7.'l E q5eme& l r - - - - - - BEGIN CONSTRUCTfON STA. 0 +91.76 - - -. ; I . ...._. I - i ,.�< I % -0..K S P 2f ,, 9- t. V / _1 F' WM I WM 1 . :,4%:`. i� CONNECT TO EXIST. :, 1 j ... . - - 8 SS I r �,t� wr r� z WM ° t.. FJ:.- -, i r:.. :2`k:: L- - -- .... - - -tOSSI - -- I. - - _ . . - ---..._... ....._._ .. -._— �- / � -- -� WM } WM -L - � .......... p w —� MH NO. 88 , _ N - =;r N 8637.5/80 _r .. y y ... �... _ �._..__r- ......� I rr _ ...: _._ ._ r —� j - -- _ - rr �! - ........ray_ -- - -- - -- T� — — — ¢ c3 — — — _ — — — -- ... r -- I- _ = -GT_, , 1 s` °° I�I� kn --- E�3492�5330 7 I I -„ W - -- - - -- - - -- -- - - -- - - -- -- = I ? z 2 - I -- - -- -- __ s -- _ - -- E MANHOLE CONNECTION- -v- sw I - w - -I - - -_ -L r - - - - - - -L_ - _`r I o 8 2 `'ABERDEEIN AVE NE T-- - -svl= JJ_ -- - - - �- - -- - of I N i J ___ W - - - -- -- a sw =w (NEW PIPE - EXIST. M.H.) /,00sl I 12 < %....._:/ _ ...... -1= - 7 _- 4 _ �-4:�� _ 1::_ , .z..._...... il.......... .............. 1 ._......... _._ li. -1/� . "" _ ....._ l_ 1.._<:. Z, �cn z i� Y �. ......_._ SIM. sTA. f+se�� N ; - MH N0. l 4 ' "l \ _ ... ..__::_:..-- 'f --- -: _. ... ..I.. _ ..... - - ........ - _- - �7M- rj..WM _.'._- to - �,.. ... _ �- _ -_ -- - -- - �$ WM __h.__ - _ s -_ -. - .:,4._ — J-- ....... I _ d WM -- _._._.. ( WM I N 8636 -1498 37 _ ar �.., I ; CTP PJ 5 t \ I K r�l v - - E 358if468:.ol. x M I I = _._- ._. - - � rti jf 17 4 I � 1 r.. I NEw Mu su R wwp -3CC J.w�OQR PlCTk:Y.i..T. i I `1I ....__ vlwP- 32' 2041 ^: ;G' "'_" :I ` `� H I --- 1 `.. !t:, r - - '- ;r _G'it.;.4 S L � i WkTE: �, I 212 .: ,I I ..- :, , 700 ABERDEEN A E'EN 7/O ;Iz BDEEN AVE?ik7 l I LOCAT /ON• C/O OCA7/0N. /7'� F/COM HOUSE OM HOUSE y I =f" ,-?c . ./ = ,� a rr•� P_ i I ri " 8�4 ABERO&EN 4VE F- u ra �_. I , C/O I - �854 AP RDE NAC/D fit/ g50 ASEROEENAVCNE ,C/O LOC/JT /ON E I Etre r _l > /6' ' ' ' I - _ lKAT /ON: C /OLOCAT /ON: /5'FROMHDUSE F yGls� FROM,1!4 T Q 5' F/COM6,M- 7Z94 RIM // FROM HOUSE 1 I 14- 0 /2. "FRDMNOU5E /O'F -ROM METER II I I _ "rr EL - Z "5.6 FI- I-[ - 2`:i:% D MANHOLE CONN ' TION f t E A� i I ZO'FROMMETER I I / i I I LE. ' :. < a 3' FROM METER GC -I (EXIST. PIPE—NEW , M.H.) (EXI LINE A — PLAN ``' " °' F. 20' SHEET NOTES: REFERENCE NOTES: (�5 AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED I. SEE SHEET G -2 FOR GENERAL NOTES. 4. IF SOUTH HIGHLANDS SEWER IMPROVEMENTS ARE UNDER D CONSTRUCT NEW 6 D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE 2. PROTECT ALL UTILITIES. SEWER MAIN CONNECTION WORK AT THE INTERSECTION OF SEWER W/ CONCRETE. AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F., MIN. PER PLUG) J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR NE 7TH ST. AND ABERDEEN AVE NE WITH THE OWNERS CONTRACTOR. O CONSTRUCT 48 "DIA. M.H. PER C17Y OF RENTON STANDARD PLAN AND BACKFILL M.H. W/ SAND. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW DWG. BR28 (SP PAGE B07U. CONNECT TO EXIST. SS PIPES © TEMPORARILY SUPPORT OR RELOCATE EXIST. WATER VALVE AS TESTED AND ACCEPTED SEWER MAIN. (WHERE SHOWN). REOD. TO CONSTRUCT SEWER PIPE. O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN .). 7O CONNECT NEW 18" DIA. SEWER MAIN TO EXIST. M.H. AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. ® CONSTRUCT DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE 220 _ ® CONNECT EXIST. SEWER MAIN TO NEW M.H. PER CITY OF RENTON STANDARD PLAN. DWG. BW18 210 V N - - -- - - ---- --- --------- -=---- -L - - -- -- - - - - -- - - - - - -- - - -- cn¢ -¢I O J� J - --- ------ -- - -- --- --------------- --------------------- -- - -- --- -- - --- -- - -- - Y ¢ n¢ ¢ ¢ 1J cJ �J Z5 -- - - - - -- - - --- - -- -- - -- -- - -- -- - - - - -- -- I EXISTING GROUND. EXISTING SS (TYPJ I ��----- ------ - -�— -- — 200 - -- I -� _ -- - -- - - F_J - O 6 23 - - — - -- 00 8.75 i 2{6-28 LF l8 SS S 894G O 3 3 I &z� LF 18 "SS S = 9.Bf,LFr 2170.3` D.I. PIPE h D l IPIPE ol f W ��c \° h W No22 OQ 20 X02 0\ l80 vl �t -- COZ K \N � J( — - - - -- -- } -- lh� W n z - -I - - - -- - -- - - -- -- . -_- — _ — N - -- - - -- - - -- - - - - - -- -- I 80 cj s + p 170 p J O O �k'> tii'g�jj W O —� titer J J J —W.W W_W (ng0 2220 /60 0 +00 / +00 2100 3 +00 4 +00 160 5 +00 6 +00 STATION LINE A - PROFILE E' b HORIZ.: l "= 20' m e`�o VERT.: l' _ l0' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT C a REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P I - 0 4 8 8 LINE 'A' PLAN AND PROFILE suBMITTEO jn 7 i - WARNING c u�� l <� t° O V2 I 'AAS�eclsra G�$ SIONAL �'� STA.0 +00 TO STA.6 +00 �� DESIGNED: TOC 3/93 _ P OJEGT ENGINEER R. CIE. NO. DA/ ' �T �I IF THIS BAR DOES 4 s1R3 NOT MEASURE I" EXPIRES: 12/13/ PLAN R IEW DATE DATE: FILE NAME: / y ,�- DRAWN: OPA �/.iL -r" /Gc -...J° 4 -2 -43 SCALE: AS NOTED rf-soON: PAGE: WASTEWATER UTILITY DATE R6CORp DRAWINCj -AS 8UU.T 04P JEI3 7706-C/774 CHECKED: JAME5 ..MONTGOMERY R. C. E. NO. DATE THEN DRAWING IS CONSULTING ENGINEERS. INC. NOT TO SCALE. - NO. REVISION BY APPR. DATE SHEET: C-1 OF: f� f I ( i I Al I I I I i I I ]( i _ ® 0 I I A I I I T I I I IAL I I 1 I f LINE A '\ 861 ABERDEEN AVE) NE C/O LOCRT /QN 20' FROM 4 7*gR MET 8Co14$ERD,6-F"N AS! AZ \ \ C/O L, ' ", O/d f /! 27'FOM $USH 9' R M F 0 RO D` --� X'rT 6 +20.08 C/ STA. MH A/ 3 / �r i 3 C/O LOCAT/ONT ''` S'FROM METER -- \i; y' \ .4 a \ - , r �LOGAT /oN 4' M1 WATER -0 A7E /b' FROM HOI S.� a o, S . frm:'48- 6 * 77.79 857 ABERDEEN AVE00/E �\ MH 0.4 G/o LocgrloAJ /7' FROM WATER METER F S \ K E 95Rg.2 9' FCOM SIDEWALK yF�T \, ° j8 Ap6RDEEN AVE NE C/O LOcATtonl: SHEET NOTES: cy / 6 FROM WATER METER 12' FROM HOUSE I. SEE SHEET G -2 FOR GENERAL NOTES. 2. PROTECT ALL UTILITIES. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW TESTED AND ACCEPTED SEWER MAIN. 240 230 220 z O 2/0 W W 200 /90 l80 6 +00 %/OS NE 9TN ST. fi C/O LOCA770AJ. P FKO, f METER r C*' FggM HOUSE ? 1L . -rte . L ` \ 2/07;A(S;11.TH sT G�O L04YlTJ'ON� '7'FR00 WA, 11 I —CTRL. PT. NO. 8 V � '"iN hl LINED LINE A \ I E z., ,8k yw (SEE SHT. C -7) 2 E 9TW61 5T 2/2 NE 9TH 5T % ZzOO NE 9TH ST o ,i 208j �/ :.> 2 ` 2,, 2 of I ! I �'; ( 22044`NE- 9 TF�'ST 1 C/O L CAz F C,6 L06AT/OAY C/O LbCAT /O/�/ I h C I . FROM WATER METER (o' FROM w1;iERR q 7 €rE F` R .. h i O ! °T`10UBLE SERVICE „ Co' FROM METER Ih _ . 1 ^' 1I al ` ti. p , J ' S 'FROM NOeJSE le FROM HOU51� c" �? FRoMHOUSE- Ir. ,.,•• x r` „.•'`a s.G.` r ...A. ;.: CLEAMLEFJT LOCAT/QkT6 h- v <' <31 - t._._._.....- r N U �./ . 1 +/1 8 0.95 ; a ;.•. j ,` RIM . -07 c5 ; NI :.a ..,� ,rj A. 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N 9288.7 FROM WATER METER 9' FROM HOUSE 9' FROM HOUSE 7 FROM HOUSE MPROM HOUSELI NE A - PLAN E 99753.5 /0 =6" FROM WouSE I - 20 REFERENCE NOTES: lO CONSTRUCT NEW 6 "PVC SIDE SEWER W/ CLEANOUT. CONNECT TO 50 AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, SEWER W/ CONCRETE. REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F.. MIN. PER PLUG) O2 CONSTRUCT 48 DIA. M.H. PER CITY OF RENTON STANDARD PLAN. AND BACKFILL M.H. W/ SAND. DWG. BR28 (SP PAGE B071). CONNECT TO EXIST. SS PIPES (WHERE SHOWN). © RELOCATE AND REPLACE WATER SERVICE LINE AROUND M.H. 'D. O CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.1 N0.3 AS REQ AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. 7O CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE ® NOT USED SEWER W/ COVCRETE. 260 w� ? 7 +00 co �N N N NN WARNING R � 0 %2 Da E � yeJ j/y/, .4 , /4? F THIS BAR DOES G NOT MEASURE I' 'r R. C. E. NO. DATE THEN DRAWING IS :S, INC. NOT TO SCALE. 8 +00 OF WASB mm v� roc I m AAC S T Ag9 G� EXPIRES: 12/13/ 9 +00 3 W 10 +00 STATION LINE A - PROFILE N trJ N HORIZ.: l °= 20' N N VERT.: l "= 10' REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE 4e..0 , t+-213 WASTEWATER UTILITY DATE NO. / /+00 WWP- 13-0488 VINE -.4S IIUIU pip I JE6 )-/ DEC REVISION BY I APPR. I DATE 250 240 230 220 2/0 200 /2 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT LINE 'A' PLAN AND PROFILE STA.6 +00 TO STA.12 +00 IOC DATE: 3/93 FILE- NAME: DPA �G SCALE: AS NOTED FIELD BOOK: 'FADE: c SHEET: C-2 OF: Q ti ti ti (3 ti ti N EXISTING GROUND SS (TYP.) ti ti Q Q ¢ o EXISTING GROUND ti ¢ Q ti o LO --- I ti n n ---- -- -- - -- C ti ---- - - - ---" - ---- - - - - -- i _ -- — V) N Vl - - - - -- -- -------- ---- -- I-- I- —_ —_ n 3 3 - -- - - -- - -_ - _ LF 15 SS _ -- Y --- - -- -- -- - - -- - - -- -_ _ ----- __ - -- - EXISTING SS (TYP.) - - -�� - -- �— �� I —� _ 0.0 la�1 - - -- ---- - - ------ - - - - - -- - -- LF F 15 S — 3p826 10 b 70 O ss L 8c D -- 0.0397 D.I. PIPE z o z N 114 co W Z N #1 ,I O Z.- > j 3W N m3WZ .- WWI ?? W J J W co Z�i ? Z - N IN O J Z Z Z w� ? 7 +00 co �N N N NN WARNING R � 0 %2 Da E � yeJ j/y/, .4 , /4? F THIS BAR DOES G NOT MEASURE I' 'r R. C. E. NO. DATE THEN DRAWING IS :S, INC. NOT TO SCALE. 8 +00 OF WASB mm v� roc I m AAC S T Ag9 G� EXPIRES: 12/13/ 9 +00 3 W 10 +00 STATION LINE A - PROFILE N trJ N HORIZ.: l °= 20' N N VERT.: l "= 10' REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE 4e..0 , t+-213 WASTEWATER UTILITY DATE NO. / /+00 WWP- 13-0488 VINE -.4S IIUIU pip I JE6 )-/ DEC REVISION BY I APPR. 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N0. 6 I I N I -N- Q56-694- 9256.5 r I —r° Q 26.6nm- (02Ziv. _ ' , < C1 a M 1 MM N0. 9 !^ 2n 1 I YRO, DR /VEIyAY i 424.7 i "'' FROM MA /A1 E�9- 10063,3 I H ..E- �; i5 1 i 1 i ,S{ aF�t,y�,er.,+; ±?r !04`8.1 II LINE A` , PLAN r I CONCRETE (2 C.F., iYflN. PER PLUG) REFERENCE NOTES: AND BACKFILLSM.H. W/ SAND. l 20 lO CONSTRUCT NEW 6 °PVC SIDE SEWER W/ CLEANOUT. CONNECT TO 50 CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO SHEET NOTES: EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W/ CONCRETE. SEWER W/ CONCRETE. I. SEE SHEET G -2 FOR GENERAL NOTES. 2O CONSTRUCT 48 "DIA. M.H. PER CITY OF RENTON STANDARD PLAN, © CONSTRUCT NEW 6" D.I. SIDE SEWER W/ RISER AND CLEANOUT. 2. PROTECT ALL UTILITIES. DWG. BR28 (SP PAGE 8071;. CONNECT TO EXIST. SS PIPES (WHERE CONNECT TO EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG SHOWN). EXIST. SIDE SEWER W/ CONCRETE. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) 7O CONSTRUCT DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE TESTED AND ACCEPTED SEWER MAIN. AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. PER CITY OF RENTON STANDARD PLAN, DWG.BW18 ® AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED ® CONSTRUCT 72” DIA. M.H. PER CITY OF RENTON STANDARD PLAN, AND ALL SERVICES TRANSFERRED TO NEW MAIN, DWG. BR28 (SP PAGE 8071). CONNECT TO EXIST. SS PIPES (WHERE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT BELOW GRADE- SHOWN). 80 280 ti EXISTING GROUND ¢ a co Q I� ¢ ti Q Q ti CO ti ¢ ¢ - ---- ---' ti cD °--- ------ N� _ - - -- --- ---- -- --- --- � o�° - -- - - - -- -------------------------------------- - -, { - - -ti ----------------- 270 = d -�_�� - -- _ -- - � 3 � � � � � - -- -- - - - - -- - - -- - - - -_ --- - - - - -- _-- - - -- - - - - - -- - -� - -- - _ = =A __ - `✓J7 ' - -_ -- - - 270 -- _ _ EXISTING SS (T)/P.) ` MANHOLE LANDING I C 260 - - - - - - - - - - - - - - -- - - - - -- -_ � I _____ -- ._ _- - ._- __ - -_- _._..- -- ---- - - - - -- - -- - -- -� ------ - - - - -- --- 260 � - -- 25593 - LF l ? 31.7.4- 1_L <_L6�S� _ 250 _ - -= _ _ S - 8 869- �- O.o/25 -- - - - - -- 2 50 LLJ ).63:8/ - 16:3�G LF f6 "SS S = 0.0080 ✓ W S_0 S = D.I. PIPE D.I. PIPE m D.I. PIPE 240 230 N m- N e} �2: N o`� -� a New: m N Nti-• -o: -- sew N O -- --- - -- - - -- -'n � z U W SOZ�: vi -'- W -- � L 0' r7 V Jm _-- --- - - - - -- 240 230 z co W W W o �? cS zW = J WWLuQ. _� titer ng a »: �i �zz W W >j Q o cn�O�222. vs f n� 220 220 12 +00 13 +00 14 +00 15 +00 16 +00 � w° a 17 +00 I8 +00 3 m 34L STATION a �� \9� ,: N N N N LINE A - PROFILE w o N CITY OF RENTON of WAs& HORIZ.: 1 "= ZD' H h DEPARTMENT OF PUBLIC WORKS 11 VER W HIGHLAND SEWER REPLACEMENT - REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS 2 , LINE 'A' PLAN AND PROFILE W W P - [� - 0 4 8 8 SUBMITTED WARNING / I M,� �� ,, STA. 12 +00 TO STA. 18 +00 ' / AE' geGIsTfiN4'O GK'S �% 0�� I/2 I R.0 OA Lmmw� OMAL $� PLA REVIEW DATE DESIGNED: 7D- DATE: 3/93 FILE NAME: JECT ENGINEER N0. I NOT I MEASURE R DOES DRAWN: DPA EXPIRES: 12/13/ C �� '� - Z -S 3 ,QE['ORp DRgWwI�-AS f3U(LT P4,- JE,a ?/ Dec- 1Y94 CHECKED: SCALE: AS NOTED Flsc °COQ: PACE: WASTEWATER UTILITY GATE JAMES M. MONTGOMERY CONSULTING ENGINEERS. R. C. E. NO. DATE THEN DRAWING IS INC. NOT TO SCALE. NO. REVISION BY APPR, DATE SHEET: - OF: I = 1 1 1 Y I 1 1 i 7C I 9066AWOM05 Rye; A16 j Lij C LINE A (SEE SHT.C-8) W s mout Z. 22' FROM RV-90 7' �=ROA4 H056 IS. 1_ TA,iO,%%9.�+ )LINE A ?_15 12 9- MANHOLE CONNECTION: ED rl.; I - � �c4wov i 'f': 1", �2 r D*Do LIME c C /6 �k&of WATER AilE 01 R I-j - 271.41 f <1 NO. // Al li I lu: bl, T H B4'�51N 1-1-7- ?160(o Ate l9n4 ST ,/FGc-IF(EXIST. PIPE NEW M.H.j , �OA(: 'f I_OC,.qT W/ DROP CONNECTION) 9A ", 44'w4TaR vA.v;"-' 1- 9 F'e OA02 HOUSE z N '_91�_� E Ve;zi4.5l§?4 1:67/3 s 5 1 7— Iz NE 9 r1i .... .. ... .. 1 If 1 iwm�L iJ�7ER "ILVE 6 'fs (�o 1 4w.. 1 u I c/o I-OCA rf0Aj -4 .WATER A4E 7-Ok I '�FXOM f 2*7B;`�-'F ...... ... ... ........... 4 9 Tht tsr �Eo 81 &OCAr 10Alf! . -.1111--1 .......... _Q Nil -T E� "vi 2 -_-_------ LLJ z FROM vy WA (x wm DE. 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I TIOAl STA. 2m-� 22 69-11fo I - "L I All 4 'FROM 'K FT-1 MANH MANHOLE F MANHOLE 'CONNE�TION C E CONNECTION 2 2S? ,#11ORoAA WATER WA 262A g7-ep I v MH NO. I J -I- N 9�188.644; 910 .6 '7 (EXIST. PIPE NtVV M.N.1 11 (NEW PIPE NEW M.H.) REFERENCE NOTE C _7 E i ffl,9i�� 1�1,' _q;9 4. f CTRL. PT. 4 E W/ DROP CONNECTION) CTRL. PT. NO. 5 LINE A — PLAN (D CONSTRUCT NEW 6" PVC SIDE SEWER W1 CLEANOUT. CONNECT TO AND BACKFILL M.H. W1 SAND. 9,FRdA4 HOUSE SHEET NOTES: 1 20' EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W1 CONCRETE. CONSTRUCT NEW 6" D.I. SIDE SEWER W1 CLEANOUT CONNECT TO I. SEE SHEET G-2 FOR GENERAL NOTES. CONSTRUCT 48" DIA. M.H. PER CITY OF RENTON DETAIL DWG.BR28 EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W1 CONCRETE. PROTECT ALL UTILITIES. (SP PAGE 80711. CONNECT TO EXIST. PIPES (WHERE SHOWN). CONSTRUCT NEW 6" D.I. SIDE SEWER W1 RISER AND CLEANOUT. 2. OR CUT AND PLUG EX /ST. SEWER MAIN W1 CONCRETE (2 C.F., MIN.) CONNECT TO EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG ALL TRANSFERRED. EXIST. SIDE SEWER W1 CONCRETE. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW TESTED AND ACCEPTED SEWER MAIN. AFTER NEW SS IS OPERATIONAL AND SERVICES INSTALL DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE (3) PROTECT EXIST. 12" SS SEWER MAIN. (NO CONNECTION BETWEEN PER CITY OF RENTON STANDARD PLAN, DWG. BW18. THE EXIST. 12" SS AND NEW 15" SS MAINS IS PERMITTED). O AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED PROTECT EXIST. Y.H. LEAVE IN SERVICE FOR 6" AND 12" SEWER. AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, AND EXIST. M.H. TO TWO FT. BELOW GRADE CONSTRUCT 72" DIA. M.H. PER CITY OF RENTON DETAIL DWG. BR28 REMOVE DEMOLISH AND PLUG EXIST. SEWERS W1 CONCRETE (2 C.F., MIN. PER PLUG)- (SP PAGE B071). CONNECT TO EXIST. PIPES (WHERE SHOWN). 290 290 280 MANHOLE LANDINGN ------------ --------------------------- r -------------- ------ Q GROUND EXISTING ------------- - - -- -------- ------ 280 270 L ------------- ------- -- ----- -- -------- EXISTING SS (TYP.) -------------------- - - 270 Q) S 260 LLJ 250 40 /5"S5 s '-54 1;' LF /6" SS S 0.0169 D.I. PIPE D.I. PIPE 0.06*6 qq;ZL) F ZZ '51, ss ('j (n c:) Ly P� 0 2 0 5 /. �IPE Z�� z M L) �t LLJ Z� - c NI ot go IT CO A b (b (I 6 ZZ C) No 240 L) ip- Lj 0 o� L - Tf 'j b cm:Z'j wf _L�LLLI_LLL_LLL_o__ CC13, ct- 240 C). A Lj LQ LLJ tu c; Lij Lu LLJ �j Fp �!mj 230 230 /8+00 19+00 20+00 21+00 22+00 3t 23+00 24 +00 uj cu STATION 00 0% 14 -a LINE A — PROFILE 00 oz ov WAS HORIZ.: 1 20' A VERT.* I"= /0' NN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS SUBMITTED WARNING 0 LINE 'A' PLAN AND PROFILE wwp— 13-04881 STA. 18+00 TO STA. 24+00 '12 GYM I DESIGNED: DATE: FILE NAME: 3/93 0 1 OjEqr ENGINDER I, C. D - PLAN REVIEW DATE — 1p? tA IF THIS BAR DOES NOT MEASURE I° DRAWN: DPA [EXPIRES: 12/13/ 4 - -73 SCALE: AS NOTED FIELD BOOK: PAGE, WASTEWATER UTILITY DATE PZCOXO DlUW*Jrq -A!S BUILT IDC7P deJ33 g4j9eCIjM CHECKED: _)g*e7 THEN DRAWING JAM S M. MONTGOMERY R. C. E. NO. NOT TO SCALE. CONSULTING ENGINaRS. INC. I NO. REVISION SHEET: =.F- BY APPR. DATE SHE IA I I f I I 1I I I I A I I I A I I — — I — A .- Ea k r K9 , I J i 4 M ` F NHOLE ;. A CONNECTION Nu T GC -I (EXIST. PIPE NEW M.H. _ I W/ DROP CONNECTION) / \ O 1 \' I v' N H zro/s NE 9TH sr MANHOLE CONNECTION v 1 40! L9+=tt7•e9,<: 26145.97 �': i - IPE -NEW M.H.) a., 22i .5w' . . R METER STA. zv�iv� -f- 27i2 N „9,rH 5T �; / l i \ `\ Q ,SSa� fo/�FRdM IISE 'j MH N0. l6 4�0 oCA�oN: N; 55�� SIM. o _ ~I 1� ( ) z l T' I „ 4,..�1; ,?. I1 I - '�"'- ✓v"r''c'.T✓rc l r= >✓?OA'Y WATER .6 i• I `.�j -'y ` _ `.� -'�. 4 i6. / :r L /ON — , ` / � - GJi!.9.Y : �.- � .; P� ..`7 K M v (b° -riiri �✓`r�-� N�ETER �•�' L /N'L F'�F. o� { �'\ � C "yy!/ t} ,1 << l FR MN �. Sh i ...,�. -��.t; .,�' . N 9072.7 9 FRoM HOUSE ....,:p_ _ }�i; �. * � _ / _ - I� g �, / E1 ^ 1(x1'•7 "Q. AIN ✓t� - \ , . E ' ` r� 5 6 / /4ril $ a' ._. .... ......._... San I , f ag / .�� - _.._._...... .._ , r2'E. a C�O L CAT /AN /j r,1 .x: �. _ I :a;1Z'.$ \ 1()9+ HY� i A U G'1(y ST A. its? I 1 I I ? - F�6�•�`` -f'� Mr1 /: _ r'- i).y jh. p \- .,`t,, <Jjfll ��'' \SI Q• �� _. �. i t 1 F.. J'� r E� 2 N 877 \\ 2i 1QA F Y\ 12 SD — %> '! R1( ;e, \ t' MMIA / — /` O ___ I �,_. 21(;; — _— y — _ / i . �� .. -. ' i 1(n i''^ tat -'- .' _., i _�, .\ \. �, _ i 12 S� ' f � �� W � �l✓N 2, 12 1p 'i Tf. _ _ _ _ —� _ LINE B ,T� - -,— , -- _ � (SEE SHT. C 7) - - -- _ __ _ ..1l�_.. q`.TJ- 1G'--- /! <_-d. _ ` __- — �.roN., - -- >1 - -= b 8 �= r , r 3 — I - -..— -- - r — -- I\ - B, S WM ._� _ -- — —._ -- -- - - -- — _ ... "- .. - -_ _. TMH :IU. V j� \ i � `;'/' - - -_ ' __..__ -�' -__ _<'< �� -©-. ?.. �. � L� -- ! r � It $�s . 2'- %`?�%" � - { ---1 — — : L; h - - I — _-- -- _..1._._z ._ ..�T . Z jL. 1= / _ _ RL. PT. ND. 3 / t ''J may. EA 14 =' ;_ �, / --9� TIWN..__------ ;.- .�.- .r.._...�....'... �i \ �_�` '.l t `(J FF- 81SS7 —_— '`_._____._�' ` i �:ZLINE ._ .i.2 :sv <- - < „ ,...�: r t. 5....— -- ' ^;1(, ,.� _�. 1 '' \ MA i i ..— ,. *`t`t'__• - -__ `� ' µlts c.. t, A ,f „,,. ..._ �, ri E •_.� [''. - L i I 21(6. /5 r= �i�W C \ . (5I L�(1 , 28t86.02 1 1(r , �. 3 9'FlR1rrL NG9E tMETER LSO LOG97rON n� v', _ --- a STA.- ?., i 25 +42.`!1 2, i i _. / /'FQOM 7�l1iJ5 A FROM WATEl4� 1O = ,11 I , i i1`.. fbs,A7 H No. la C MANHOLE CONNECTION METE .,c. r_ `+..�"r P1 e� 4 t r .'> o.'',_ W as 27 N �83$f644 9037.7 % n1(, E. x _ STA. i . r,;” v , STA.Trrn_:r� H N0. I5 e <r. 282 0 Nk .� ' i ., N - - L z_4 zz z flevM ito�s M F - > ! , MH lvo. I7 E- H�T/168s.8 GC -I (NEW PIPE NEW M.H.) 28L,17 W (SIM.) 2:L,'2 c . -. 1% f L_E = 2 t.� q w N - 984 8®§8- 9047. 8 „5 ;z 6G�� N9/o6.2 \'1 E— //57!.3 1 e !1353.5 LINE A — PLANS REFERENCE NOTES: SHEET NOTES: P= 20 Q AFTER NEW SEWER MAINS HAVE BEEN TESTED. ACCEPTED /O CONSTRUCT NEW 6 PVC SIDE SEWER W/ CLEANOUT. CONNECT TO AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, I. SEE SHEET G -2 FOR GENERAL NOTES. EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE SEWER W/ CONCRETE. AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F.. MIN. PER PLUG) 2. PROTECT ALL UTILITIES. AND BACKFILL M.H. W/ SAND. O CONSTRUCT 48" DI A. M.H. PER CITY OF RENTON STANDARD PLAN. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR DWG. BR28 (SP PAGE 807/). CONNECT TO EXIST. PIPES (WHERE © NOT USED SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW SHOWN). TESTED AND ACCEPTED SEWER MAIN. CONSTRUCT NEW 6" PVC SIDE SEWER STUB W/ CLEANOUT TO O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) PROPERTY LINE. AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. ® CONSTRUCT DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE ® NOT USED PER CITY OF RENTON STANDARD PLAN. DWG. BW18. J/V 300 3/0 320 EXISTING GROUND _ _ .... - - .......--- -- 300 3/0 A TRENCH PLUGi EXISTING SS (7YP.) - GC-I (TYP.) - 290 �......... b .... .. .a 26 +00 27 +00 . .... f - -'' -_- 290 EXISTING GROUND STATION ---------------- W _ ...... _ .._ ........... ................... _... j ...................... .................. .. ................ ... ... ........ - _ ................ Q280 ........ a — - L .._.... _.�. --� "_- ..... .. ��_° _ .. I... .. I� "rp5 280 290 LuW _... ... ... - ... - ... .... ............ _ �... —. - 5tS 5... /MFi-AS •8l)l4i REVISION D�iP BY JOB APPR. '�l L%LC - /�(}Q DATE - - - - -- - - - -- - o —.�. °....... _ — — LF 15 SS l22.I0 0.0 55`► SCALE: AS NOTED M O .9O �....... 270. .-.�� .... L� 151_�3[6-...j© v�Or 3 0 W cn 270 280 /�4Ll8 N I O � NaD� N N N Inoz e 260 _ ..........................-..... ...�Nco�?...................... ....... ...... 1..3 �o *..z. 260 270 E N z Q_ w W W N o z w W wW 2QZ vn::�o >; jazz 250 24 +00 2(� - -4�� 0 /2 JECT ENGINEER R. C. E. NO. DA �frX IF THIS BAR DOES ( NOT MEASURE I° JAMES M. MONTGOMERY R. C. E. NO. DATE THEN DRAWING IS CONSULTING ENGINEERS, INC. NOT TO SCALE. 25 +00 STATION 3 W p Lnw r � N 320 3/0 300 290 280 270 250 250 L I 260 26 +00 26 +00 27 +00 28 +00 29 +00 EXISTING GROUND STATION ---------------- W _ ...... _ .._ ........... ................... _... j ...................... .................. .. ................ ... ... ........ - _ ................ DV 7, L.._.......... a — - " -- EXISTING SS (TYP.) j HIGHLAND SEWER REPLACEMENT ,j aAA R8� mm EXPIRES; 12/13/ ........ . ..... _... ... ... - ... - ... .... ............ _ �... —. - 5tS 5... /MFi-AS •8l)l4i REVISION D�iP BY JOB APPR. '�l L%LC - /�(}Q DATE DESIGNED: 5CC DRAWN: DPA CHECKED: DATE: 3/A]3 FILE NAME: - o —.�. °....... _ — — LF 15 SS l22.I0 0.0 55`► SCALE: AS NOTED M O .9O �....... .OS j 6. .z....?.... NO v�Or SHEET: C -5 OF: N O � NaD� N N f Inoz e _ ..........................-..... ...�Nco�?...................... 1..3 *..z. O N o z w W wW {I z� OLD P j co � 2 2 . ".... .__..... at• . ..._ ..... __ ....... ... ....... ... ... . ......... "..... .... k ...........N ........ J J ._.._._..... ....._.._..._.._.. _- --- --.............. ........ ......_ . N z w W W W `.............. Q i iziz �.....................!. ;. 3 Z v) :zi �a a a i M I. 14 � m 320 3/0 300 290 280 270 250 250 L I 260 26 +00 26 +00 27 +00 28 +00 29 +00 STATION W LINE A - PROFILE HORIZ.: I "= 20' CITY OF RENTON DV 7, VERT.: / "= /0' DEPARTMENT OF PUBLIC WORKS F�a HIGHLAND SEWER REPLACEMENT ,j aAA R8� mm EXPIRES; 12/13/ REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P— i 3" 0488 LINE 'A' PLAN AND PROFILE STA. 24 +00 TO STA. 29 +00 Oi /MFi-AS •8l)l4i REVISION D�iP BY JOB APPR. '�l L%LC - /�(}Q DATE DESIGNED: 5CC DRAWN: DPA CHECKED: DATE: 3/A]3 FILE NAME: PLAN REVIEW DATE 4 RELOL'D DRAW SCALE: AS NOTED FIELD BOON: PAGE: WASTEWATER ITY4 DATE NO SHEET: C -5 OF: I` I I i I I AI I I I A I I I A I I o I T I A I 1 I I I I I IA I I I I I I C H LINE A 1`' STA: -33*64:Bfr : � MH N0.20 r , ' V I ' -' k' I• -. , j G O LOCAT /ON ° _.....� n, t e; 'i w - /3 '6RQN !WATER METER ?c J -- _...... ... -_ _ `_ -- - -- -.. .__._.._. ..._.� C/O LOCAT'%ON -'. 1 Gi0 LO'GAT /0/1!` 9' FRp/1/! 13RE� "" VACANT L10T !b' 5Tuaw 4 - 3 a. :n ;h` %/ _ WA F LL 3' RnN! I E//4,97.4 - ' - c 5 I �"`xG3 --� -. . _, -. -- , .. ..._.._ ............. .._.... ._..... _P VAULT _ r _-P_.� - - --1- --� -- ! - - -- - T- I ... - - - -;' - -_ -T -WM - - W - L .._.. - -_... ,a,. _ _ _� - P VAULT - P 10 °SS —_- -� _._ _ wr�c. .t - +�-' --"-., - ��- PR-- -- P- -7 ---- --_,,_ - �...,- ,,) ... - - - - -- - - - -L — p -_ �� iP-R- ..,' V ur _ — -'" 7T7" \' /- -7-- 1. l .... L- ._ -_.._. -.._.. _ Lu 4 4" Ln 2 R RIN TON _ -- t' EVE NE -P 4 r a W HARRINGTON RV `N f E ! W ,_.., /-- I_ �` ii _— 3 - -- 0 Q$ °+ - - - -- --- - - - - -- 12•W�- - - - -L -- f------ - - - - -- TI / ! L.. /. !. !i - ------ - - - - -- - r�- L------- 1---------- - - --o- - 12•W - - -'' I - ;.L - -- tf) LJ 1 / l ... /. ..... ... ... ...._.. . ..__._< _ .. - - -- �— /. . i L' - .. —.. I -/—/ .�.. =�1 I — _ 1Zi — �. M _ I 1 - -_� \\ LEJ ; J ._ ... ��r `; >, >. \� i HvD .;?�v G LOCAT /OAl : J CATDII BASIN '" it •, r�FRo�vt W�lT E M E 7E m RIM < ., .,,�.� U STA.31+39 -98 ��o L GAT�ON xi _ . .I I ^Sp ixJi ',E. S.,,Z .. �.jL , G �� r � 5 N VU- o st it L -r I \ Q Qt'-� j MH NO. 19 IZ3' F OAR MN a '.s R ttit P nI 1 G't.:,1 _ ; : L ISO it J U E (i T - -_-_ CTRL. PT. NO. 2 J F r __I . ^•`t LINE A - PLAN I N926L..3'^^ i c:. E /1/093.4., 1...._. CTRL. PT. N0. 34/ I"= 20 HOOK-UP uNDE2 ' E.= 312, ... _.._. . -._ OucT BANK SHEET NOTES: REFERENCE NOTES: O3 AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED I. SEE SHEET G -2 FOR GENERAL NOTES. lO CONSTRUCT NEW 6 PVC SIDE SEWER W/ CLEANOUT. CONNECT TO AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE 2. PROTECT ALL UTILITIES. SEWER W/ CONCRETE. AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F., MIN. PER PLUG) DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR 20 CONSTRUCT 48 "DIA. M.H. PER CITY OF RENTON STANDARD AND BACKFILL M.H. W/ SAND. PLAN, J. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW DWG. BR28 (SP PAGE B07I). CONNECT TO EXIST. PIPES (WHERE ® CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) TESTED AND ACCEPTED SEWER MAIN. SHOWN). AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. 5) CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W/ CONCRETE. 340 330 - J - 1 ~ J J - � ¢ EXISTING - - - --- _ - .- - -._ -. GROUND - -- { - - —_- -- - - - - - -- - - -- 1 --------------- I 340 330 320 N - - - -- - - - - -- ----------- ------- - --- - - - ---- - -- 1 --- --- - - - -_ - -- - — ------- __.__. 320 EXISTING SS (TYP.) - - - = --I -- _ - -- - -- - -- - - - - - -- _____- — "SS O /59.97 -r.�r9 LFi /6 3/0 - -- - _ __ _ _ __ - ___ — - -... 2 -$zF- ` LF I5 SS -- ____�____.. - -- S 9965-0.0070 - -- 3 !0 Lu S = 0.0/8!0 D.I. PIPE; W Z43.b1 LF /5" SS _ o.o/94 300 290 i - — - -- - - - -- I - Mti� m�z 10 rn - - -- - �- 1 - - -- r -..� - ° �J2 -- - ^ -- 300 290 r Www Al ° J www s Q 2801 9 +00 30 +00 31+00 N 32 +00 33 +00 34 +00 35 +00 280 rz STATION Z 96 co �fn LINE A - PROFILE �• HORIZ.: I "= 20' oe WA39r VERT.: I" = l0' m CITY OF RENTON M � DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT ' REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS LINE 'A' PLAN AND PROFILE W WP -13 - 04 88 SUBMITTED WARNING 7%` LL� /6%2 0 fZ 1 R. C. E a 1-0 93 Egs �1 STit QlyG� PL N REVIEW DATE TONAL STA. 29 +00 TO STA. 35 +00 DESIGNED: 5D: DATE: 3 93 FILE NAME: OJEC ENGINEER . N0. �1 !2``,,,,� IF THIS BAR DOES 7(0'7 �}{/1L 41 NOT MEASURE I' THEN DRAWING IS EXPIRES: 12/13/ WASTEWATER UTILITY DATE DRAWN: OPA SCALE: AS NOTED FIELD Boalt: P4GE: 8660 DDIZ4VONFT -4S CiutT D61P JEB o2/Lk G /YiQ CHECKED: {� JAMES M.MONTGOMERY R. C. E. NO. DATE CONSULTING ENGINEERS, INC. NOT TO SCALE. NO. REVISION BY APPR. DATE SHEET: C -% OF: IT I I I I I AI I I I A I I I I I_ I I — s si I i I I I A I 1 I IA I I I 1 i SA.1E*39te I k:; I I ; III- LINE A I= 11 I CONNECT TO EXIST. (SEE -SHT. C -2) I , ;` N I' i II I LINE A ? MH 70.3 / �tx riSEE SHT. C -6) _ 7 / s s N 9 4. 630 = v %[ocArioni E 11623.6784 II \ I "1 Js�- �_r " -a °I ;fl f�I N II, } it LJ I 4 I- LINE A �� -II FI -- 9 FROM TREE dl \ i t l7 meow► MH LINE A -- => 3 I boo -II / I{ :E: " p 2 h ti LINE A i (S HT 5) N 1 -1 I / (STA. 26+46.54- LINE ............. 1 �(S SHT 5) € i _ LINE B _ �_ _ _ _k - -,- -- \ - 1 I MH N0. 16 26/45. � , CIS , . i it T _ _... _. r I r e.zc I m I CI {Q -- r STA.6*TBrF� 0+83.98 -- -' � 7" -= I 1 /f r 11 Q LINED N nn MH NO. 24 j �-i45 j i ! d�0- - - -- 1zs � - I `�Ir - -� ast5so_... - - -- 9032.-7 E ' I 16 \ \ 2 � : II �. LINE E I { � I � � � ,rY cg o + i. _ . I I I � I o r rt i I N(RRTNGTON0 �IE IN ��- ��m' fl ;I:'' ® s� "S -+ _I I� / j 4 : G�LOCA /On/ l_ 6. _ b _ __. H P L _ -T -T CTRL. PT. 5 I I 3 _ / I NORM. PT. 11 N0. C O LOCAT /ON= \I. z4'FRo n MN E MANHOLE CONNECTION 1 I Ss (NEW PIPE - EXIST. M.H.) 1 rsTT +00 LlN 10 I I >F35tZ3.44 $IM. MH N0. 61 }II / I I, i �� ocn- �'. I I STA.T' 'c CTRL. PT. 1 ,Prf .09 - - - - - - - - -(� MH NO. 21 LINE A -PLAN NO.1 \ L /NE D -PLAN LINE -PLAN ! - -- D MANHOLE CONNECTION z8 +86.oz I GC -I (EXIST. PIPE -NEW M.H.) N- 96 6- N 92 a 6.-1 SA. 28086.95- SIM. E 111161919.5397 l "= 20' \ E 9753.5 / "= 20' 1 "= 20' MH NO. 18 ` N 9674.2 \ ryF E ;ibao.7 E MANHOLE CONNECTION E MANHOLE CONNECTION -^ 993$•1E44 N 90 - GC-I (NEW PIPE- EXIST. M.H.) GC-I (NEW PIPE - EXIST. M.H.) H�e8.8 LINE B -PLAN SIM. SIM. / "= 20' SHEET NOTES: REFERENCE NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES. iD CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO ® CONNECT EXIST. SEWER MAIN TO NEW M.H. EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE 2. PROTECT ALL UTILITIES. SEWER W/ CONCRETE. 5O CONNECT NEW 15" DIA. SEWER TO EXIST. M.H. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR O2 CONSTRUCT 48" DIA. M.H. PER CITY OF RENTON STANDARD PLAN. © CONNECT NEW 16" DIA. SEWER TO EXIST. M.H. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW DWG. BR28 (SP PAGE 8071). CONNECT TO EXIST. PIPES (WHERE TESTED AND ACCEPTED SEWER MAIN. SHOWN) 34( 330 320 2 O ti 3/0 W 300 290 280 Q Q Q DO N DO EXISTING /0" SS (TY)".) � J � co EXISTING GROUND - -- - -- - - ------------ ---- (� �_- ------- - - - - -- N O L, J J z W WWW O EXISTING SS (TY1') II I I'I _ 01 �NN ` � � "sue co co co W s /1,5 28 LF 16" SS: �N Ncn3W ? S = -e.8675 S Q� S = $8F93✓-0022b __-cy O N - 0.0070 W O¢ z W W W W cnLu � -- D.I. PIPE m�zw OD co D.I. PIPE O O ) W W W W W WW z z cng Lj X22 ti cC222 N�a 0 LINES 'B', 'D' & 'E' /ONAL : E%PIRES12 /13/ -� PLAN REVIEW � s � m 3DC DP - tP DO ccbb FIELD BOON: PAGE: ti � n Jea APPR. s W OGC /95k I DATE CHECKED: N l, a •( -2 -' a WASTEWATER UTILITY DATE NO. W m WWW SHEET: C-7 OF: Q z j OU ti= j V) W 2 \ Qz ? ? 35 +00 (A 2 36-F00 STATION LINE A - PROFILE r' n' HORIZ.: I "= 20' VERT.: l "= l0' SUBMITTED WARNING f. DI �rz ROJE ENGINE R R.C. N0. D T ICI IF THIS BAR DOES L�r[• yf-r4 ,/'r7 NOT MEASURE I° JAMES M.MONTGOMERY R. C. E. NO. DATE THEN DRAWING S CONSULTING ENGINEERS, INC. NOT TO SCALE. _)'fu cou 330 250 320 240 2 O 3/0 W 230 W 300 220 290 2/0 9Rn qnn p o EXISTING GROUND. - - -� -_ - - DO N DO EXISTING /0" SS (TY)".) _ I - --- ----------- I _ I � - 15.69 LF 15:." SS - -- - -- - - ------------ ---- O W N t z� 3zW W � z of m cn v � DD O O N O L, J J z W WWW O J W � _ 01 �NN ` � � "sue co co co W s O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. Gou JLu 250 3/0 240 300 2 O 230 W 290 W 220 280 210 270 qnn 9cn EXISTING GROUND N EXISTING 8" SS (TYP.) EXISTING 8" (7YP.) U' 47 SS I' - -- - -- - - ------------ ---- (SEE 21.82 LF 15" SS LF 151 SS' .0073 �� 5- 0.0976 _ 01 �NN LINE B - PROFILE Q N N -. � �N Ncn3W ? z O m S Q� In � z __-cy O N - O W O¢ z W W W W cnLu J.LV JJV 3/0 320 300 3/0 O 290 300 W 280 290 270 280 n EXISTING GROUND N EXISTING 8" SS (TYP.) -------------- --- -- -- --- - - - --- LINE 'A' - - - -_ (SEE _ STATION LF 151 SS' .0073 83.98 S : LINE D - PROFILE LINE E - PROFILE LINE B - PROFILE M a� Ni � to ®� C3 m S Q� In � z r�z - N O z m O �WW -`F roz� � -- 2 ca m�zw OD co m�W Lj O O ) W W W W W WW z z cng Lj X22 L'l�g cC222 // ^� /j /�/`f p /mow 93 J JV 320 3/0 300 290 280 �.... �...., �..,. «.•. �vv �i v 270 0 +0'Q 0 +50 0 +00 0 +50 0 +00 1 +00 .o s STATION STATION STATION LINE D - PROFILE LINE E - PROFILE LINE B - PROFILE O W `moo HORIZ.: I "= 20' VERT.: I "= l0' HORIZ.: 1 "= 20' VERT.: l "= l0' HORIZ.: l "= 20' VERT.: / "= 10' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT P �� REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P - - 0 4 8 8 LINE 'A' PLAN AND PROFILE STA. 35 +00 TO STA. 36 +39.10 ° e �"` a AAS,SE'CI STSAQ'�G~ // ^� /j /�/`f p /mow 93 LINES 'B', 'D' & 'E' /ONAL : E%PIRES12 /13/ -� PLAN REVIEW � s � DESIGNED. DRAWN: 3DC DP DATE: 3/93 AS NOTED FILE NAME: SCALE: FIELD BOON: PAGE: WI 24 N4 -As QUILT REVISION OCP BY Jea APPR. s W OGC /95k I DATE CHECKED: a •( -2 -' a WASTEWATER UTILITY DATE NO. ��ORO� SHEET: C-7 OF: I I ® - r A I A I I I A I 1 I I I I I I i 1 909 EDMON05 AVE NE 915 EDMONDS AVe NE 919 EDAI0A/05 AVE LF NE : I I . • - L..L . G/O LGLilOK "L 3 i4Z 65 OCRTION: C O LOCAT /ON MEER I WA ERIMET4� I 2fFROM WATER, Z'FROM WATER 2i- STA. l9 FROM HO[156 7 M N HOU5F I N0. 23 MH I ena1 .!-, LINE C I H) -S_ A - nrwn n t �: 7 1 FF =_ _ STA.�_+49- _9:7 -I 4 z ssr _.. CTRL. PT. N0. 1106 CTRL; ft. NO. 5 L..... x3 M.H N0. 22 I I 3 y. , ,.. -.... LINE A, 1! j r i I` - -� i 15 /O6 0,0 (SEE $HT. ,� =4) I '' ` / 5 �J) 5 - 5 ° i I _ _._.._....__ . . �. 4 9 I I SS - -_ - - -- - WM / wM l WM - ......� - ...WM l' ... W 6 .... - - -- _ .........._. PP _ M 1... ^�� ^ t 8 - ' ....- ....__.— . ......._ y _ __ . �..- _- —._- - -. r II I i.. ;.�_. ,+! ,..._. ._ ................ .. �... ......... '/ ........ 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PIPE NEWII M.H. 1 INS A I ! v ; J a .<, a. n 4. i RIM - 2i2.'9 - 2. �.. , v L r I I ; v ( �: _ L�.- _ . —_. SIM. a j I K" t i ....._ r 3 GC I '� (SEE SHf.I' -4 j �, STA.O +00 LINE C u 2e�.34 I t v' I I l 1 STA i8o88v.5 LINE A i1 t II 1 \y MH NO. II /5 +86.96 920E QAt AVE E } E jY' M an ., 9226 n26n 91b 11!1 f� E NE 9/6 ED 66.5 4WS NE G��?E o�T ; �+ -�cco ocvT n 1 = Lt; 3 -f� C�O LOCii /0Al CIO LOCAT /ON 34 FROM MAIM E it3 un 7'FROM WATER METER ?--7' PROM WA7 METES 14' FROM F/OU56 I M9ZZ6.5 2.1 ;9 t., 6 /07/3.5 mss' INTO SHi2UB5 3l' FROM MAIN LINE C PLAN { P 20' SHEET NOTES: ® AFTER NEW SEWER MAINS H. : "'E BEEN TESTED, ACCEPTS.' I. SEE SHEET G -2 FOR GENERAL NOTES. REFERENCE NOTES: AND ALL SERVICES TRANS" QED TO NEW SEWER MAIN, REMOVE AND DEMOLISH L . �:. M.H. TO T/ /O FT. BELOW G%ADE 2. PROTECT ALL UTILITIES. l0 CONSTRUCT NEW 6 "PVC SIDE SEWER W/ CLEANOUT. CONNECT TO AND PLUG EXIST. SEWERS f/ CONCRETE (2 C.F., MIN. PER PLUG) EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE AND BACKFILL M.H. W/ SAND. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR SEWER W/ CONCRETE. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW 50 CONSTRUCT NEW 6" D.I. IDE SEWER NOUT. CONNECT .. O2 CONSTRUCT 48 DIA. M.H. PER CITY OF RENTON STANDARD PLAN, TO EXIST. SIDE SEWER R AND NEW SEWER MAIN. MAIN. PLUG EXIST. TESTED AND ACCEPTED SEWER MAIN. DWG. BR28 (SP PAGE B071). CONNECT TO EXIST. PIPES (WHERE SIDE SEWER W/ CONCRETE. SHOWN). © CONNECT EXIST. SEWER MAIN TO NEW M.H. O CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. O REPLACE 4" CONCRETE SIDEWALK. 290 290 j I Q EXISTING GROUND Q Q I Q --i co o co co 3 N 1 280 4 .:.._..- �' - k....._... -..._ .. 1 ...._..... .: F......_._.. ... . .._._. _... .. .1......�....... 1._.:. a .......... ...1..... -- F...._.......1 I ...... 280 270 z O W 260 J W 250 240 230 2 0 +00 h O �pt(SDO * �NIR W J J^ 160 SUBMITTED / WARNING NV1%1 7Z � O i/2 1 OJECT ENGIN R R. C. E. NO. ATE J IF THIS BAR DOES Z4fr� -4Y ,f mil; NOT MEASURE I' JAMES M. MONTGOMERY R. C. E. NO. DATE THEN DRAWING S CONSULTING ENGINEERS, INC. NOT TO SCALE. EXPIRES: 12/13/ 3 +00 4 +1 STATION Z N 0 LINE C - PROFILkT t— HORIZ.: l "= 20' or r r'N L VERT.: l "= l0' N N REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLTAN REVIEW DATE - All-lz-lell _ — -Z-S3 WASTEWATER UTILITY DATE NO. -. -- 270 ........... 260 250 240 230 5 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT W W P- 13,,-04881 SAE O +OOL TO SITA. 3+030.27 DESIGNED: JDr— DATE: 3/93 FILE NAME: DRAWN: DPe1 D2.OWYN6 -4S QUIU DC,O JSd A/ 09C. 19 CHECKED: SCALE: AS NOTED FIELD BOOK: PUCE: REVISION I BY I APPR. I DATE I SHEET: C -B OF: