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Home My WebLink AboutzS-3338Set- Ne. cz. N SSMH 7 I / , LOCAIF AS S 1 ,...� :: :: i .,, _,. - ✓� _ �.. ` - - ;- --- mss. - • �� .>,. 6 E (/N 444417 • \ � "� .:�\\.:`` J b s .:_ .\ ;% , . I ' �SR(TM A. 56 5 Rr B E J 4 466.8 5 \ . \\ / I � / - 10 458.7� � t , 26 17 45 i \ / 4629` ' \ i 20' PRIVATE ACCESS/ RLYIY ESMT I _ . \; • J is J 2J 4706 U i S MH 8 SSMH 10 ¢ STA. 19604, 6' LT- �\ R/M 461.9 55' iI 1 . `c' R/M 463.16' \ I x - - : Y � -=•, - 8' lE �- /N) 455.00. ' '8' lE (UTS'386 �O71T 20.6' \ t^ w v1 / 4605 k 1 � } _y- ' ` RIM 45179 �„ () ? m 2. 8' /E 24LF 8 STA "2068127 5'LT� aL ti - i "w /E IN - -N,E ;448.35 (80'4 MHI J w/.�.INS/OEDROP'CONNECAON,., i 1 '' -3'EE-U �_. _. gI . .. - .:..:o:.._ . f / _ /.I � \ Un L/Tr E sMr 1, _ � . ' , / ( ti� \ � w, i _ � t i•,i� �. /E ( UT l A f 9 SH 9E? _ T a C522 I • . .. I 45fi 26 PIVATE A 8 E OlN -W ) 6.0 ., .3 - SIDE SEWER INFOR MATION COT LENGTH SLOPE STUB INUT LOT? LENGTH SLOPE S7119 INUT' 1 41 0.052 •. 416.37 - 39 : Jl 0.376 44728 2 40 0.080 41794 40 31 0.253 443.02 3 40 0.083 421.61 41 37 0.140 439.11 4 38 : 0.089 425.72 ; 42 - 41 0.058 436.72 5 41 0.091 429.98 43 41 0.085 444.86 ' 6 41 0.096 438.67 44.. 39 0.076 44737 T 41 0.188 442.87 45 40 0.069 449.29 8 41 0.280 447.97 46 41 0.072 45215 9 32 0.079 440.56 47 40 0.087 454.6J. 10 SEE PLAN SEE PLAN 432.00 48 41 0.079 458.37 11 37 0.215 445.58 49- 39 0.087 460.90 12 57 0.153 446.19 50 37 0.109 476.25 13 24 0.155 447.89 51 37 0.087 454.76 14 57 0.062 447.70 52 41 0.084 476.97' 15 69 0.148 447.37 53 47 O.OBO 473.81 16 59 -0789 44619 54 20 0.149' 471.99 17 42 0.076 457.53. 55 25 0.100. 474.01 18 19 43 29 0.087 `0.108 454.61 455.16 56 57 25 36 0.112 0.092 472.54 470.83 20 29 _ 0.111 459.18 58: 32 0.112 468.78 21 42 0.081 458.77 59 35 0.098 464.97 22 44 0.076 462.30 60 34 0.098 461.45 23 -45 0.075.... 465.36 '61 31 0.105 458.68.: 34 44 0.076 469.08 62 32 0.102 455.27 25. 41 'O.OBO - 472.30. 63 31 0.097 452.42 26 41 - 0.100 475.70... 64.: 31 0.090 449.48 - 27- 40 x `0.120 478.68- 65:: 33 0.089 447.51. 28 42 0.116 48163 66: J7 0.105 445.27 " 29 44 0.085 48278 67 31 0.128 44288 30 32 0.158 460.01 68 31 0.113 4M8.66 31 31 0.113 479.78 69 31 0.110 43526 32 31 . U7 476.28 70 31 0108 430.98 33 31 0.112 473.26 71 33 0.103 42783 34 2B 0119 469.36 72 34 0.098 423.41 35 27 0.126 466.41 73 31 0.069 416.47 36 37 2B 30 0.119 0.113 462.52 459.56 OFFS /TE:LOT - 38 31 0..,Z 455.88 ! 1423059035 71 1021 490.02 00 M. en � , IJ O O �Fl 00 M M e a N ti c z a .. A x 420 VESEISHADOWAVEAW ... o W W c Hoe SCALE• > 50` -- ...VERT. SCALE: ...IL -.S•:. .. €........ :... ,... .:.. . -. .....- _ .:: _. -- o Z 0 1 2 .3 4 5 0 tt < < 0 �XITY ESAWT 'N? -AC —9R9- 1126' PRIVATE AC UTY T \ i \ 1; --k i k J7 J6 ..... . .... X 6 -A SCALE: 1 » = 40' 0 20 40 80 4J ....... . ...... . 44 45 STA 4,�00. 49 SE'20 ST 5 'STA DATUM 00 SHAVVY1 AVE A �f SE IN CITY OF RENTOW - NA VD 1988 BASIS OF SEA RINGS A(0029'11 'E BF7NEEN FOUND MONUMENTS ALONG THE 0" CENTERLINE OF 156TH A W SE AT THE 1WERSEC77ONS WITH lfr SE 128TH ST AND SE IJ6TH ST AS CALCULA70 fROM 4,3 CITY OF REN70W CONTROL POINT NOS 1851 AND 1852, FOUND - — — — — — IN PLACE AND OE501969 BELOW PER CITY OF fiS`VA5YV HORIZONTAL CONTROL NETWORK PUBLISHED NOV 15 1994. BENCHMARKS \7 jj PER CITY OF RE NT01V SURVEY ON NA W 1988 DATUM 1852 N0. 1852 FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH Sr (SE. 1287H5T) 70 AND 1487H AVE. S. E EL 454.77 (IJ8.614 METERS) 69 67 SE414, NWJ,14, SEC. /P. 23 IV., RGE. 5 E, W.M. -Ri LEGEND \N 20' PAY. YA TE A -5- , —S9 PRO-05fd SRORM DRAINAGE SS— PROPOSED SANITARY SEXER 22 —W— PROPOSED WATER STORY INLErIOU7FALL STA 20s84.50 NE 157 ST 5706Y OR SEWER CIEANOUr ISTA J428.14 5YADOW A W NE 0 �XITY ESAWT 'N? -AC —9R9- 1126' PRIVATE AC UTY T \ i \ 1; --k i k J7 J6 ..... . .... X 6 -A SCALE: 1 » = 40' 0 20 40 80 4J ....... . ...... . 44 45 STA 4,�00. 49 SE'20 ST 5 'STA DATUM 00 SHAVVY1 AVE A �f SE IN CITY OF RENTOW - NA VD 1988 BASIS OF SEA RINGS A(0029'11 'E BF7NEEN FOUND MONUMENTS ALONG THE 0" CENTERLINE OF 156TH A W SE AT THE 1WERSEC77ONS WITH lfr SE 128TH ST AND SE IJ6TH ST AS CALCULA70 fROM 4,3 CITY OF REN70W CONTROL POINT NOS 1851 AND 1852, FOUND - — — — — — IN PLACE AND OE501969 BELOW PER CITY OF fiS`VA5YV HORIZONTAL CONTROL NETWORK PUBLISHED NOV 15 1994. BENCHMARKS \7 jj PER CITY OF RE NT01V SURVEY ON NA W 1988 DATUM 1852 N0. 1852 FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH Sr (SE. 1287H5T) 70 AND 1487H AVE. S. E EL 454.77 (IJ8.614 METERS) 69 67 SE414, NWJ,14, SEC. /P. 23 IV., RGE. 5 E, W.M. -Ri LEGEND \N , —S9 PRO-05fd SRORM DRAINAGE SS— PROPOSED SANITARY SEXER 22 —W— PROPOSED WATER STORY INLErIOU7FALL STA 20s84.50 NE 157 ST 5706Y OR SEWER CIEANOUr ISTA J428.14 5YADOW A W NE - - -------- . i9 TYPE/ CA 7CHBASIN .. ......... TYPE // CA TCHBA.571V SANITARY SEWER MANHOLE WATER METER FIRE HYDRANT �O �V 2 9� ti V a wz o °O E- E- W m a z 0 m °.! 17 Z 5 a 8 z � � W W W o ¢ W 3 a a a Q a 0 0 SE 1/4, NW 1/4, SEC. 14, TWP. 23N.. RGE. 5E, W.M. LEGEND -SD PROP050 STORM DRAINAGE -SS- PROPOSED SANITARY SEWER -W PROPOSED WATER STORM INLET1WTF4LL o STORM OR SEWER CLEANOUT o TYPE l CATCHBASTN G TYPE l/ CATCHBASTN O SANITARY SEWER MANHOLE gi WATER METER ■ FIRE HYDRANT SCALE: 1," 40, 0 20 ao ao i DATUM CITY OF RENTON NA 1988 BASIS OF HEARINGS N007991 E BE7W£EN FOUND MONUMENTS ALONG THE LENTERUNE OF 156TH AW SE. AT THE WERSEC77ONS W17H S.E. 1187H ST. AND SE 1J67H -ST. AS.CALCULA7E0 FROM CITY OF RENTON CON7ROL POINT NOS 1851 AN0 1852, FOUND IN PLACE AND' DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NEIWpRK.PUBL/SHED NOV. 15, 1994. BENCHMARKS PER C/TY OFREN7ON SURIEY'ON NA 1988 DATUM- NO. 1852 - X FLAT BRASS SURFACE 9/SC AT 7HE 0007RUC7E0 /NTERSE0,001V OF NE 4711 ST. (S.E. 1287HST.) AND 1487H AkE S.E. EL. 454.77 (138614 A(MRS) NO. 210J - BROKEN BRASS SURFACE DISC TN 7HE NTERSECBON OF SE. 1287H ST. AND 1567H A S.E. art- M EL. 547.94 (167. 01J METERS) UNDERGROUND LOCATOR SERVICE �� CALL BEFORE YOU DIG! 1-800-424-5555 C9 ?F'pF�bASy� - ,.2 -10 -07 09 -05 -06 _ -06 14711 , NE 29th, Washington Place 980 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN u.. ENGINE'ERING'• PLANNING- SURVEYING S .r COREJOB# 01039 �$ COMPOSI7E UTILITY PLAN C7.02 cp:5 333Yo ► 4CANAWD OCT 2 728W v� v a 0 00 en en O 12 2 10 O �z V ol ui 0 - --------- SE 1147 N W 114, SEC. If 4f 7 WP. 23 N., RGE, . .............. I �1-1-11--1.11. a. Lij 0 Q ............ (Z) o E-4 ZO P-4 m 2 6 0 z 0 z Lk44 fn 1:0Z . a - --------- SE 1147 N W 114, SEC. If 4f 7 WP. 23 N., RGE, . .............. I �1-1-11--1.11. S SEINER SEINER -r- SIDE LrZ -- INFORMATION TABLE THIS SHEET 5, E. W. M. K,J a. Lij 0 Q ............ V) 0 E-4 ZO P-4 m 2 6 0 z Lk44 fn 1:0Z . a Ci................ fn fn 0 O W n CONNECT TO SY SSMH RIM 4ALM '-s B" IE (�N) 4 A M8- (i v L < 8: 1E (�W) 4Ak6& 4 Vs. -k*4 8 IE (00T) ( I f" 0 S SEINER SEINER -r- SIDE LrZ -- INFORMATION TABLE THIS SHEET 5, E. W. M. K,J LAj 0 LAj ............ oW z o ZO z 2 6 0 z Lk44 fn 1:0Z . a S SEINER SEINER -r- SIDE LrZ -- INFORMATION TABLE THIS SHEET 5, E. W. M. K,J LAj 0 LAj ............ ry o R Lk44 1:0Z . a fn fn 0 O W . ....... .... . ... ... ..... IL ry n S SEINER SEINER -r- SIDE LrZ -- INFORMATION TABLE THIS SHEET 5, E. W. M. K,J . . . ....... ... .... ....... .......... 0 ............ ry Lk44 1:0Z S SEINER SEINER -r- SIDE LrZ -- INFORMATION TABLE THIS SHEET 5, E. W. M. K,J OR M3?o0'F- :1: ------------- CALL BEFORE YOU DIG! 1-800-424-5555 I Er,REs 2-10-07 09-05-06 IP lig SMITARY Sf-#ER PLAN C5 01 SCANNED OCT 2 7 ?006 EN M I MEWTIFIR� 43866 43526 OR M3?o0'F- :1: ------------- CALL BEFORE YOU DIG! 1-800-424-5555 I Er,REs 2-10-07 09-05-06 IP lig SMITARY Sf-#ER PLAN C5 01 SCANNED OCT 2 7 ?006 oc.r o, Q ° en en z ct �T 3 3 a M O O_ �O m 3 N O u 0. 0 m W s 0 0 i a O N l S � w � h r 4.� z Z � W v� O � O -® o e 0 �® cv Ld W s � w � h r 4.� V J /LL J- i/L/ 1 I /// SEE SIDE SEWER INFORMA77ON TABLE SHEET C5.01 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC /FICA PONS Z THE HOURS OF WORK /N THE STREET RIGHT -OF -WA Y SHALL BE LIM /TED TO 8°.30 AM TO J' JO PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN #RIANG BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -4,30 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS 1N ADVANCE. THE POLICE DEPARTMENT FIRE DEPARTMENT, AND 911 SHALL BE NOT/F /ED 24 HOURS /N ADVANCE. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH 'STANDARD SPEC /FICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA TION (APWA), LA TEST EDITION AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXISTING UTILITIES SHON/ ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3 8 0 5. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSIRUC7701V (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA 77V£ OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK 'FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC770N AND FOR 170E SAFETY OF WORKERS AND OTHERS ON 111E CONSTRUCTION SITE 7 IT SHALL BE 111E RESPONSIBILITY OF 111E CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS 7R000N. SSW 15 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 0171ER PLANS STA. 26490, 9° LT 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS RIM ��. IF (OUT) 3 Cs 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACK FILL SHALL BE PLACED SQUALL Y ON BOT H SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TPA VELED ROADWA Y SHALL SE BACK FILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT WITH A SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE �_ PLACED /HMSO /A 1FL Y AF1FR BACK FILL AND COMPACT /ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED NTH /N 10 DA YS AND SHALL BE PER STA. 264356 9' L T CURRENT CITY OF RENTON STANDARDS. 8p l (IN) `tom• °� l�) 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198.3/1991 (METERS) 8 IE (OUT) A2. . v f. l 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB ILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPUR7FNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02 30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATTON MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 C900, OR DUCTILE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA TEST REVISION OF A WWA C110 & C111, THICKNESS CL. 52 SSUH 24 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST STA. 2540.E 9' L T SLOPE IN ALL DIRECTIONS TO MATCH PA I4NG rn)'A °mac ni rise rnu cvl as 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEWA77ON FROM THESE PLANS WILL 8" If (OUT) t ,t ) REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA7F PUBLIC AGENCIES 19. LOCATONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWY HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHlTFC1URAL SJ1F PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MINIMUM 0 10 FOOT TO MAX /MUM 1. 0 FOOT DROP BE19FEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACK FILL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER ASTM 9-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. INS REMAINING BACK FILL MA Y BE TO 9O' /F NOT /N AN AREA OF FUTURE PA VEMENT OR S7RJCTURAL FILL. TRENCH BACK FILL AND COMPAC77ON SHALL BE COMPLE70 PRIOR TO TESTING LINES FOR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2 0 PROPERTY /LOT CORNERS AND /OR BUILDING LOCATIONS THE FIELD PRIOR TO ANY SEWER CONSTRUC770N SIDE SEAR TFE STA 77ONS ARE REFERENCED FROM AND FINISH GRADES SHALL BE ESTABLISHED IN THE NEAREST DOWVSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCIARA7F AS -BUILT RECORDS OF ALL SIDE SEWER LOCA7ONS. ALL SIDE SEWERS SHALL BE 7FS7FD AT THE 77ME OF MAIN LINE 1ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23. MERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'O" OF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WA 7FR MAIN, THE SEWR SHALL BE CON577?UCTED OR RECONSTRUC7E WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10,' ON EACH SIDE OF THE WA7FR MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8° DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW Co NNEC170NS TO EXlS71NG FACIL/71ES SHALL BE SEALED OFF UN17L UPSTREAM CONSTRUCTON IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS7RUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL IES77NG SHALL BE IN 771E PRESENCE OF A CITY OF RENTON SSW 22 INSPECTOR. STA. 23415.1, 9' L T R/M r4�T£�fY tt•3 ®► 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CERT/F /ED AS =BUILT DRAWINGS MUST BE 8 At IF (lN) 9 �� s • i ��) , `��,j • �� ) PREPARED OF ALL SANITARY SEWER FACIL /T /ES. 8" lE (UT) 27 INSTALL FALL RESTRAINT SY57FM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP FALL RESTRAINT SY57FM SHALL BE NURE7RACT CLIMBING AND FALL PRO EC77ON SYSTEM,' AS MANUFACTURED BY 'MILLER FALL PR07FC770AI" UNDERGROUND LOCATOR SERVICE 4 L dw IL 0 CALL BEFO/�E )IOU DIGS 1 -800 -424 -5555 DA TZIM CITY OF RENTON - NA VD 1988 N0079'11'E BETWEEN FOUND MONUMENTS ALONG THE CENTERLINE OF 156TH A VE. S.E. AT THE INTERSECTIONS WITH S.E. 1281-H ST. AND S.E. 1367H ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 PER CITY OF RENTON SURVEY ON NA VD 1988 DATUM N0. 1852 - 3°' FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSEC77ON OF N.E. 4TH ST. (S.E. 12811ST.) AND 148TH AVE: S.E. EL. 454.77 (138.614 METERS) NO. 2103 - BROKEN BRASS SURFACE DISC IN THE N7ERSEC17ON OF S.E. 128TH ST. AND 156TH AVE S.E. EL. 547.94 (167.013 METERS) z Z � W v� v -® o O 0 �® cv Ld 0 s y N V J /LL J- i/L/ 1 I /// SEE SIDE SEWER INFORMA77ON TABLE SHEET C5.01 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC /FICA PONS Z THE HOURS OF WORK /N THE STREET RIGHT -OF -WA Y SHALL BE LIM /TED TO 8°.30 AM TO J' JO PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN #RIANG BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -4,30 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS 1N ADVANCE. THE POLICE DEPARTMENT FIRE DEPARTMENT, AND 911 SHALL BE NOT/F /ED 24 HOURS /N ADVANCE. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH 'STANDARD SPEC /FICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA TION (APWA), LA TEST EDITION AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXISTING UTILITIES SHON/ ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3 8 0 5. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSIRUC7701V (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA 77V£ OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK 'FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC770N AND FOR 170E SAFETY OF WORKERS AND OTHERS ON 111E CONSTRUCTION SITE 7 IT SHALL BE 111E RESPONSIBILITY OF 111E CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS 7R000N. SSW 15 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 0171ER PLANS STA. 26490, 9° LT 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS RIM ��. IF (OUT) 3 Cs 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACK FILL SHALL BE PLACED SQUALL Y ON BOT H SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TPA VELED ROADWA Y SHALL SE BACK FILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT WITH A SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE �_ PLACED /HMSO /A 1FL Y AF1FR BACK FILL AND COMPACT /ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED NTH /N 10 DA YS AND SHALL BE PER STA. 264356 9' L T CURRENT CITY OF RENTON STANDARDS. 8p l (IN) `tom• °� l�) 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198.3/1991 (METERS) 8 IE (OUT) A2. . v f. l 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB ILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPUR7FNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02 30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATTON MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 C900, OR DUCTILE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA TEST REVISION OF A WWA C110 & C111, THICKNESS CL. 52 SSUH 24 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST STA. 2540.E 9' L T SLOPE IN ALL DIRECTIONS TO MATCH PA I4NG rn)'A °mac ni rise rnu cvl as 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEWA77ON FROM THESE PLANS WILL 8" If (OUT) t ,t ) REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA7F PUBLIC AGENCIES 19. LOCATONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWY HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHlTFC1URAL SJ1F PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MINIMUM 0 10 FOOT TO MAX /MUM 1. 0 FOOT DROP BE19FEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACK FILL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER ASTM 9-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. INS REMAINING BACK FILL MA Y BE TO 9O' /F NOT /N AN AREA OF FUTURE PA VEMENT OR S7RJCTURAL FILL. TRENCH BACK FILL AND COMPAC77ON SHALL BE COMPLE70 PRIOR TO TESTING LINES FOR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2 0 PROPERTY /LOT CORNERS AND /OR BUILDING LOCATIONS THE FIELD PRIOR TO ANY SEWER CONSTRUC770N SIDE SEAR TFE STA 77ONS ARE REFERENCED FROM AND FINISH GRADES SHALL BE ESTABLISHED IN THE NEAREST DOWVSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCIARA7F AS -BUILT RECORDS OF ALL SIDE SEWER LOCA7ONS. ALL SIDE SEWERS SHALL BE 7FS7FD AT THE 77ME OF MAIN LINE 1ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23. MERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'O" OF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WA 7FR MAIN, THE SEWR SHALL BE CON577?UCTED OR RECONSTRUC7E WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10,' ON EACH SIDE OF THE WA7FR MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8° DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW Co NNEC170NS TO EXlS71NG FACIL/71ES SHALL BE SEALED OFF UN17L UPSTREAM CONSTRUCTON IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS7RUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL IES77NG SHALL BE IN 771E PRESENCE OF A CITY OF RENTON SSW 22 INSPECTOR. STA. 23415.1, 9' L T R/M r4�T£�fY tt•3 ®► 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CERT/F /ED AS =BUILT DRAWINGS MUST BE 8 At IF (lN) 9 �� s • i ��) , `��,j • �� ) PREPARED OF ALL SANITARY SEWER FACIL /T /ES. 8" lE (UT) 27 INSTALL FALL RESTRAINT SY57FM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP FALL RESTRAINT SY57FM SHALL BE NURE7RACT CLIMBING AND FALL PRO EC77ON SYSTEM,' AS MANUFACTURED BY 'MILLER FALL PR07FC770AI" UNDERGROUND LOCATOR SERVICE 4 L dw IL 0 CALL BEFO/�E )IOU DIGS 1 -800 -424 -5555 DA TZIM CITY OF RENTON - NA VD 1988 N0079'11'E BETWEEN FOUND MONUMENTS ALONG THE CENTERLINE OF 156TH A VE. S.E. AT THE INTERSECTIONS WITH S.E. 1281-H ST. AND S.E. 1367H ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 PER CITY OF RENTON SURVEY ON NA VD 1988 DATUM N0. 1852 - 3°' FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSEC77ON OF N.E. 4TH ST. (S.E. 12811ST.) AND 148TH AVE: S.E. EL. 454.77 (138.614 METERS) NO. 2103 - BROKEN BRASS SURFACE DISC IN THE N7ERSEC17ON OF S.E. 128TH ST. AND 156TH AVE S.E. EL. 547.94 (167.013 METERS) z Z � W O O cv v s n V J /LL J- i/L/ 1 I /// SEE SIDE SEWER INFORMA77ON TABLE SHEET C5.01 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC /FICA PONS Z THE HOURS OF WORK /N THE STREET RIGHT -OF -WA Y SHALL BE LIM /TED TO 8°.30 AM TO J' JO PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN #RIANG BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -4,30 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS 1N ADVANCE. THE POLICE DEPARTMENT FIRE DEPARTMENT, AND 911 SHALL BE NOT/F /ED 24 HOURS /N ADVANCE. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH 'STANDARD SPEC /FICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA TION (APWA), LA TEST EDITION AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXISTING UTILITIES SHON/ ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3 8 0 5. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSIRUC7701V (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA 77V£ OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK 'FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC770N AND FOR 170E SAFETY OF WORKERS AND OTHERS ON 111E CONSTRUCTION SITE 7 IT SHALL BE 111E RESPONSIBILITY OF 111E CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS 7R000N. SSW 15 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 0171ER PLANS STA. 26490, 9° LT 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS RIM ��. IF (OUT) 3 Cs 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACK FILL SHALL BE PLACED SQUALL Y ON BOT H SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TPA VELED ROADWA Y SHALL SE BACK FILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT WITH A SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE �_ PLACED /HMSO /A 1FL Y AF1FR BACK FILL AND COMPACT /ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED NTH /N 10 DA YS AND SHALL BE PER STA. 264356 9' L T CURRENT CITY OF RENTON STANDARDS. 8p l (IN) `tom• °� l�) 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198.3/1991 (METERS) 8 IE (OUT) A2. . v f. l 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB ILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPUR7FNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02 30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATTON MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 C900, OR DUCTILE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA TEST REVISION OF A WWA C110 & C111, THICKNESS CL. 52 SSUH 24 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST STA. 2540.E 9' L T SLOPE IN ALL DIRECTIONS TO MATCH PA I4NG rn)'A °mac ni rise rnu cvl as 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEWA77ON FROM THESE PLANS WILL 8" If (OUT) t ,t ) REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA7F PUBLIC AGENCIES 19. LOCATONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWY HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHlTFC1URAL SJ1F PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MINIMUM 0 10 FOOT TO MAX /MUM 1. 0 FOOT DROP BE19FEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACK FILL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER ASTM 9-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. INS REMAINING BACK FILL MA Y BE TO 9O' /F NOT /N AN AREA OF FUTURE PA VEMENT OR S7RJCTURAL FILL. TRENCH BACK FILL AND COMPAC77ON SHALL BE COMPLE70 PRIOR TO TESTING LINES FOR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2 0 PROPERTY /LOT CORNERS AND /OR BUILDING LOCATIONS THE FIELD PRIOR TO ANY SEWER CONSTRUC770N SIDE SEAR TFE STA 77ONS ARE REFERENCED FROM AND FINISH GRADES SHALL BE ESTABLISHED IN THE NEAREST DOWVSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCIARA7F AS -BUILT RECORDS OF ALL SIDE SEWER LOCA7ONS. ALL SIDE SEWERS SHALL BE 7FS7FD AT THE 77ME OF MAIN LINE 1ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23. MERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'O" OF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WA 7FR MAIN, THE SEWR SHALL BE CON577?UCTED OR RECONSTRUC7E WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10,' ON EACH SIDE OF THE WA7FR MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8° DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW Co NNEC170NS TO EXlS71NG FACIL/71ES SHALL BE SEALED OFF UN17L UPSTREAM CONSTRUCTON IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS7RUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL IES77NG SHALL BE IN 771E PRESENCE OF A CITY OF RENTON SSW 22 INSPECTOR. STA. 23415.1, 9' L T R/M r4�T£�fY tt•3 ®► 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CERT/F /ED AS =BUILT DRAWINGS MUST BE 8 At IF (lN) 9 �� s • i ��) , `��,j • �� ) PREPARED OF ALL SANITARY SEWER FACIL /T /ES. 8" lE (UT) 27 INSTALL FALL RESTRAINT SY57FM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP FALL RESTRAINT SY57FM SHALL BE NURE7RACT CLIMBING AND FALL PRO EC77ON SYSTEM,' AS MANUFACTURED BY 'MILLER FALL PR07FC770AI" UNDERGROUND LOCATOR SERVICE 4 L dw IL 0 CALL BEFO/�E )IOU DIGS 1 -800 -424 -5555 DA TZIM CITY OF RENTON - NA VD 1988 N0079'11'E BETWEEN FOUND MONUMENTS ALONG THE CENTERLINE OF 156TH A VE. S.E. AT THE INTERSECTIONS WITH S.E. 1281-H ST. AND S.E. 1367H ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 PER CITY OF RENTON SURVEY ON NA VD 1988 DATUM N0. 1852 - 3°' FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSEC77ON OF N.E. 4TH ST. (S.E. 12811ST.) AND 148TH AVE: S.E. EL. 454.77 (138.614 METERS) NO. 2103 - BROKEN BRASS SURFACE DISC IN THE N7ERSEC17ON OF S.E. 128TH ST. AND 156TH AVE S.E. EL. 547.94 (167.013 METERS) z Z � W O O cv v V J /LL J- i/L/ 1 I /// SEE SIDE SEWER INFORMA77ON TABLE SHEET C5.01 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC /FICA PONS Z THE HOURS OF WORK /N THE STREET RIGHT -OF -WA Y SHALL BE LIM /TED TO 8°.30 AM TO J' JO PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN #RIANG BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -4,30 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS 1N ADVANCE. THE POLICE DEPARTMENT FIRE DEPARTMENT, AND 911 SHALL BE NOT/F /ED 24 HOURS /N ADVANCE. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH 'STANDARD SPEC /FICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA TION (APWA), LA TEST EDITION AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXISTING UTILITIES SHON/ ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3 8 0 5. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSIRUC7701V (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA 77V£ OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK 'FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC770N AND FOR 170E SAFETY OF WORKERS AND OTHERS ON 111E CONSTRUCTION SITE 7 IT SHALL BE 111E RESPONSIBILITY OF 111E CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS 7R000N. SSW 15 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 0171ER PLANS STA. 26490, 9° LT 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS RIM ��. IF (OUT) 3 Cs 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM W11CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACK FILL SHALL BE PLACED SQUALL Y ON BOT H SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TPA VELED ROADWA Y SHALL SE BACK FILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEA7ZINE CUT WITH A SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE �_ PLACED /HMSO /A 1FL Y AF1FR BACK FILL AND COMPACT /ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED NTH /N 10 DA YS AND SHALL BE PER STA. 264356 9' L T CURRENT CITY OF RENTON STANDARDS. 8p l (IN) `tom• °� l�) 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198.3/1991 (METERS) 8 IE (OUT) A2. . v f. l 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB ILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPUR7FNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02 30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATTON MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 C900, OR DUCTILE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA TEST REVISION OF A WWA C110 & C111, THICKNESS CL. 52 SSUH 24 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST STA. 2540.E 9' L T SLOPE IN ALL DIRECTIONS TO MATCH PA I4NG rn)'A °mac ni rise rnu cvl as 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEWA77ON FROM THESE PLANS WILL 8" If (OUT) t ,t ) REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA7F PUBLIC AGENCIES 19. LOCATONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWY HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHlTFC1URAL SJ1F PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MINIMUM 0 10 FOOT TO MAX /MUM 1. 0 FOOT DROP BE19FEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACK FILL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER ASTM 9-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. INS REMAINING BACK FILL MA Y BE TO 9O' /F NOT /N AN AREA OF FUTURE PA VEMENT OR S7RJCTURAL FILL. TRENCH BACK FILL AND COMPAC77ON SHALL BE COMPLE70 PRIOR TO TESTING LINES FOR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2 0 PROPERTY /LOT CORNERS AND /OR BUILDING LOCATIONS THE FIELD PRIOR TO ANY SEWER CONSTRUC770N SIDE SEAR TFE STA 77ONS ARE REFERENCED FROM AND FINISH GRADES SHALL BE ESTABLISHED IN THE NEAREST DOWVSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCIARA7F AS -BUILT RECORDS OF ALL SIDE SEWER LOCA7ONS. ALL SIDE SEWERS SHALL BE 7FS7FD AT THE 77ME OF MAIN LINE 1ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23. MERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'O" OF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WA 7FR MAIN, THE SEWR SHALL BE CON577?UCTED OR RECONSTRUC7E WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10,' ON EACH SIDE OF THE WA7FR MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8° DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW Co NNEC170NS TO EXlS71NG FACIL/71ES SHALL BE SEALED OFF UN17L UPSTREAM CONSTRUCTON IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS7RUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL IES77NG SHALL BE IN 771E PRESENCE OF A CITY OF RENTON SSW 22 INSPECTOR. STA. 23415.1, 9' L T R/M r4�T£�fY tt•3 ®► 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CERT/F /ED AS =BUILT DRAWINGS MUST BE 8 At IF (lN) 9 �� s • i ��) , `��,j • �� ) PREPARED OF ALL SANITARY SEWER FACIL /T /ES. 8" lE (UT) 27 INSTALL FALL RESTRAINT SY57FM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP FALL RESTRAINT SY57FM SHALL BE NURE7RACT CLIMBING AND FALL PRO EC77ON SYSTEM,' AS MANUFACTURED BY 'MILLER FALL PR07FC770AI" UNDERGROUND LOCATOR SERVICE 4 L dw IL 0 CALL BEFO/�E )IOU DIGS 1 -800 -424 -5555 DA TZIM CITY OF RENTON - NA VD 1988 N0079'11'E BETWEEN FOUND MONUMENTS ALONG THE CENTERLINE OF 156TH A VE. S.E. AT THE INTERSECTIONS WITH S.E. 1281-H ST. AND S.E. 1367H ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 PER CITY OF RENTON SURVEY ON NA VD 1988 DATUM N0. 1852 - 3°' FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSEC77ON OF N.E. 4TH ST. (S.E. 12811ST.) AND 148TH AVE: S.E. EL. 454.77 (138.614 METERS) NO. 2103 - BROKEN BRASS SURFACE DISC IN THE N7ERSEC17ON OF S.E. 128TH ST. AND 156TH AVE S.E. EL. 547.94 (167.013 METERS) Ivall 6 &0 u ol 2 0 LU -L- LU ✓ to o SE114, NW 114, SEC. 14, 7WP. 23 N., RGE, 5 E, W. M. z ch w it z 0 z z z U. ® Z WX w o SE114, NW 114, SEC. 14, 7WP. 23 N., RGE, 5 E, W. M. ;;l 0 (n > ry cs L I ffi ass smlr�� * �61 z ch w it z z z U. ;;l 0 (n > ry cs L I ffi ass smlr�� * �61 z 99 :j- bJ) 1:5E CN 02 CN N u to LU 'o z 0 m M R o v) LN \�� \ SE 114, N ©` I z U3 0 w 0: z 0 -- L4 \ \ rs (fs 0 ) U) 0 SE -f14, NW 114, SEC. -14, 7WX 23 N., RGE, 5 E., W. M. mill L9 04 C2 0 ol Oy C, cl� ool O C LU C) C, C; t. is MA, SANITARY SEOER PROFILES C523 C-0, , , � 1 -) -, SE e114, N _ W 114, SEC. 14, TWR 23 N. p RGE 5 E., W M DA TLIM CITY OF RENTON - NA VD 1988 N0029,11 "E BETWEEN FOUND MONUMENTS ALONC THE CENTERLINE OF 156TH A VE. S.E. A T THE INTERSECTIONS WITH S.E. 128TH ST. AND S.E. 136171 ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF REN TON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994. 3 3 Q O h M O O a L. a 3 O P O O l P O O O O N 4-r O M W o Q � O O N m P, DA TLIM CITY OF RENTON - NA VD 1988 N0029,11 "E BETWEEN FOUND MONUMENTS ALONC THE CENTERLINE OF 156TH A VE. S.E. A T THE INTERSECTIONS WITH S.E. 128TH ST. AND S.E. 136171 ST. AS CALCULATED FROM CITY OF RENTON CONTROL POINT NOS. 1851 AND 1852, FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF REN TON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994. 3 3 Q O h M O O a L. a 3 O P O O l P O O O O N N o � �r � N G1 cd M i i 3 3 a M 7 C2 O 0 C a m 3 N O G O O w O� O O / O O 04 i yr` to Xr� SD Z C\l O o V) Z 2 o STORM OR SEWER CLEANOUT °v N N- TYPE II CA TCHBASIN o SANITARY SEWER MANHOLE f WA TER METER a C3 U i yr` to Xr� SD Z -SS- O -W- V) Z 2 o STORM OR SEWER CLEANOUT °v TYPE II CA TCHBASIN p SANITARY SEWER MANHOLE f WA TER METER a C3 U S NI .e Q l I Z i yr` to Xr� SD PROPOSED SRORM DRAINAGE -SS- PROPOSED SANITARY SEWER -W- PROPDS£D WA TER STORM 1NLET /OUTFALL o STORM OR SEWER CLEANOUT TYPE 1 CA TCHBA SIN TYPE II CA TCHBASIN p SANITARY SEWER MANHOLE f WA TER METER a FIRE HYDRANT i iii BASIS , - BENCHMARKS PER Cl Ty Of - RENTON SUR vf-Y ON NA W 1988 DATUM UNDERGROUND CALL REFORE YOU / w♦