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Home My WebLink AboutS-274202C r tV Z Ni` 3 i � � ;� I � ao � � I � r � � I ' � - I o � _� °� -� �" SANITARY SEWER NOTES AND SPECIFICATIONS � � \\ \ A PORTION OF SW 1/4, NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON. KING COUNTY, WASHINGTON - c� SERVICES DINSION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ` -IE= 1 CO 142.78 i. ALL WORK MATERIALS SHALL DE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE � I L - _ _ - _ J -I -' 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION !S IN PROGRESS. AN I FIRST FLOOR DECKS BIIILDING� #2 SD 1 6 I, CO ':} 4 ', J �. IE= 156.00 �, COJ CO CO {q ' IE= 167.1)0 IE 169 00 IE= 171.00 LATEST EDITON OF THE WSDOT /APWA STANDARDS AND \ -II. ;I „_ _ CO �IE= 142.74 _ bb 'GONG. DRI S ;WALKS, S IRS EYISnNG � & LANDIN S, TYP. .TREES _ _ c SPECIFICATIONS. \ _ - I 1+ trz,• ' ;l F'�I > , '4 .I � _ 14C �� 16C EM � � IR n \E �'\• 2. THE HOURS CF WORK IN THE STREET RIGHT OF WAY SHALL BE \ CO E t �IE 15400 I _____ __ _ _ __ __ ___ _____ ___ __ __ __ _____ _____. S5M PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF `7 �� c a ° �' ,.1 � 0 'P LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTAnON DIVISION AT 277- \ � I' N89'S1'00 °E f 319.42' � � �� SSMH//1 (PUBLIC 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL DE APPROVED BY THE TRANSPORTAnON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FlRE DEPARTMENT AND 911 SHALL BE y � - � ` � SCREENED - 5 ,� CONC. PATOS CONSTRUCT OVER EXIST. LINE \ $89'51'00 "E 233.25' NOnFlED ?4 HOURS IN ADVANCE. \ DUMPS,TERS \ SCREENED DUMRSTERS T W _ / � � \ & RECYf,LE BINS 7 _______ _____ _ Z � � '�' I 3. ALL CONSTRUCTION S�.ALL BE IN ACCORDANCE WITH "STANDARD SPECIFlCATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTON" \ r- tl ___ _ - -- -- - - - -' - - - - - - - :I r --_________ ' � � � _ , � PREPARED 8Y WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, FATEST EDITION (APWA) AND 1HE CITY OF RENTON STANDARD SPECIFlCAnONS \ STA 1 +24 \ I IE =142 78 I - � I CO )D ]C IE= 143:26 B(�D G Ki �` �` HOC �L L _ L^ 4. ALL LOCAnONS OF EXISTING UTILITIES SHOWN ARE APPROXIA!A TE � w \ � -y- _ lIC T n � AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 7HE �\ I WILLIANTSHUPE H6LNIBERG PLS ti33? '160 CO REMOVE �' .-y C TRUE AND CORRECT LOCAnON SO AS TO AVOID DAMAGE OR DISTURBANCE \ I PT = 2+• 7.47 CO tE= 166.00 IE= 169.00 (1) CAR J � �� H 170 \ II �(J�p � EO 165.00 CO IE= 174.00 RUBBER GASKE TED ASTM 3034, SDR 35, OR DUCTILE IRON 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXI6IUM 18 INCH ABOVE FINISHED GRADE. IN PAVED 4REA, z �_ A PRE- CONSTRUCTON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE TO �\ - `y STA 1 +01 - IE= 142.67 u�" - I rC0 . pp� �- 'NCO IE =143.21 `TIE= 160.00 - �, r _ L � - `�-- � `'" ' CONTRACTORS RESPONSIBILITY SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ACCOMPLISHED 8Y A REPRESENTAnVE OF THE CITY OF RENTON ). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOn FY THE CITY .I � �'• t �' II I 1 � B56L � �� ; ' � I `� � -p \ ' II� > _ INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL � II \ � Op � � �' \ ��P , � ^1^. + - = �j - - / x i w CONSTRUCTION. 6. CON TR 4CTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS STA 0 +83 � - - - k IE= 142.58 \', III IE= 143.DQ I \> ' fs4 _ 100 ''� ` � - - I II I I .I I ` - � ANG SEQUENCES OF CONSTRUCTON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. \ ` I o+ II I *. ASpN - ac= n q T 0 � � i 5 a ` 3. DA uM sH LL � � u... � 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRICTION. 8 PLANS APPROVED BY THE CITY OF RENTON DEVELOPMENT A �- 96. �' o s z � � I I � SCALE 1" = 20' I � MAILS nON ' 1 8 u' f4: d SSMIi 3y,/�[ 8" VCI RIVATE) I .997UY� !, ' �� ntO /g � � I I 1 �� / c� SERVICES DINSION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ` -IE= 1 CO 142.78 I II � I L - _ _ - _ J � � � N �. z s E �' 3 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION !S IN PROGRESS. AN STA 0 +46 u` � ' IE= 142.40 '� I I 75 � FIRST FLOOR DECKS BIIILDING� #2 SD 1 6 I, CO ':} 4 ', J �. IE= 156.00 �, COJ CO CO {q ' IE= 167.1)0 IE 169 00 IE= 171.00 c � - � L - - � - = 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON WITH AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN - :�_ �� F.0 5;:, .�.; .," � �:,�vSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1 /� � I STA 0 CO �IE= 142.74 _ bb 'GONG. DRI S ;WALKS, S IRS EYISnNG � & LANDIN S, TYP. .TREES _ _ c a U (Y \ c °'�' -° � _ - m_ E t. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, ': AXIA!,.M DEP?H OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 9 °`7" OF MAXIMUM DENSITY. THESE COMPACTS.^. LAYERS MUST EXTEND FOR THE OR TO THE +26 c� IE= 142.26 X I N' �. 11 v I '. � 6" SEWER SERVICE TVP. gp > , '4 .I � _ 14C �� 16C EM � � IR n \E �'\• ONE PIPE DIAMETER ON EACH SIDE OF PIPE SIDE OF THE TRENCH_ MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED- G � ®i0 CO E t �IE 15400 I _____ __ _ _ __ __ ___ _____ ___ __ __ __ _____ _____. S5M PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF `7 �� c a ° �' -2. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTNG TP,AVELED ROADWAY BE BACKFILLEC WITH CRUSHED ROCK AND 0 'P 33 -• -6" PVC ®8-48, PRIVATE STA O +i7 $�7- �8�Pu[ 11.53 � % �- 1 �� ' `Q� � � SHALL MECHANICALLY COMPACTED. CUTS INTO THE EXISTNG ASPHALT SHALL SSMH//1 (PUBLIC IE= 140.70 0 +74.27 �. EXISTNG TREES TO REMAIN STA 0 +88, 9' RT SSMH //4 TYPE II -48" (PRIVATE) 9E NEATLINE CUT WITH SAW IN A CONTINUOUS LINE- A TEMPORARY CONSTRUCT OVER EXIST. LINE \ $89'51'00 "E 233.25' - o �'v MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN \ SCREENED DUMRSTERS RIM= 1-71+A ! O•SI INV =7�B�5 (6" IN) 1']1.06 _ / � � %O DAYS AND SHALL BE PFR CITY OF RENTON CURRENT STANDARDS. T A B' C'TY OF RENTON S C AND G S \ \ &RECYCLE BINS _ o 3. DA uM sH LL � � u... � SANITARY SEWER MANHOLES r - - - - -� EXISTING ( - �� / , 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR STA 0 +73 87' RT STA 1 +89 6.72' LT \ � I L - _ _ - _ J QfUPE ..'AS H�l - OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREYENTIOP, OF ONSITE EROSION AFTER THE COMPLETION OF SSMH g1 TYPE B -54" (PUBLIC) SSMH q3 TYPE II -48" (PRIVATE) \ � `Q`. 'Of A8y7y ,.1r = CONSTRUCTON. 'S. A_. PPE AND APPI:RTENANCES SHALL BE LAID ON A PROPERLY RIM = x45-5+ (MATCH GROUND) 141.$3 ExlsT. INV- ;1.;_ -a9 (vERIFY)141.98 I NEW INV= ;- }�191N (E) 14Z. 1$ RIM= i64i -S (6S•I$ INV }54:4A (8" IN)I SS.o$ INV- x54-;5 (s" IN)f 55.13 \ \ \ � �o V -�F' C B ,�. �r 6 � �� z'��f - ''. `.�'. PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INV= 7�54cB0 (OUT) I$¢, 9i \ oQ 1 �� ' `Q� =� o�� =`o =` THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY STATE OF WASHINGTOIJ STANDARD SPECIFICATIONS FOR ROAD AND I j STA 0 +72, 6' LT SSMH p2 TYPE 0 -ae" (PRIVATE) STA 0 +88, 9' RT SSMH //4 TYPE II -48" (PRIVATE) i ?�' 3¢ T chi -A�.lc A, A� � �-" � �' Ry1,�7�3�3[�p �,{'y�'+>U+>U �'v j BRIDGE CONSTRUCTION. THIS SHALL INCLUGE NECESSARY LEVELING OF 'HE ?BENCH BOTTOM OR THE TOP OF THE FOUI:DAnON MATERIAL RIM= i59rP? 161.56 INV= 1 -y2=r0 (IN) 152.36 RIM= 1-71+A ! O•SI INV =7�B�5 (6" IN) 1']1.06 ww � p(� A`'47iTH�i(�'Q�i�`T(O��Q�� 'C��E? `^N D ; AS +MOLL A.S PLACEMENT ANG COMPACTION OF REQUIRED BEDDING MAT: RIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE INV = 358.80 (OUT) 152.21 INV= F79-8B (8" OUT) 170.86 ¢ w o -Y •RI�LE+C{T.S.EX�LST{N[ FIELD, COY!¢�ITIONS AyS -.�F 1'}�(� PIPE fJIL 9E SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GP.A VEL 6" ABOVE AND BELOW THE PIPE. __ ? ¢ DA� � " �_. i "// WILLIANTSHUPE H6LNIBERG PLS ti33? '160 i6. SANITARY SEAR PIPE SHALL BE POLYVINYL CHLORIDE (PVC) CLASS � _ 03 H 170 �3 a 3 -3 - = RUBBER GASKE TED ASTM 3034, SDR 35, OR DUCTILE IRON 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXI6IUM 18 INCH ABOVE FINISHED GRADE. IN PAVED 4REA, o [� / EXISTING GROUND -� � / � ,°°' II w o+ II ¢ 7; _ � � - COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. /� �/ N '" - - / x i w - EXISTNG GROUND - > I � i01C 'TYING UNDERGROUND IT IVES 'rs cosTLY SYI.UPE �Q,�`w oe wASy� Call NF ° a h. 2 � before ;O�! � � �;I��¢p � 3 � 3 3 ^ ®�[� �11332� q' txl� Nv =+�,� ivtnlr Tr iYI.1✓s > > > > r J I � IsTEtiZ 1� NEw INV= 1 -E2-49 w (E) /4Z -I$ :., w � J :n SIONAL �' 2 0 o v o o �_ � ?- 800 - 424 -5555 DATUM ELEV z z Z '^ C EXPIRES 11/30/90 135 00 q u w 5 3 '�DERGRDUND SERVICE (USA) D K C � fY W O O O O O Z `�' " _' " NOTE: W_ y U U U U Q o -_ _. _ v � a _Y..ST -NG JTIL`! '_OCF'IONS SHOWN HEREON ARE APP ROXIM *r OE.! ' 0 \ 1 +00 - ,SHALL BE THE coNTRecrDR s PESPONSIBUTY ro DErERMINL `HE SANITARY SEWER PROFILE � ° ExACT vERncAL. AND HORIZON *A� LocAnoN of ALL ExlsnNC uNDFR- � GROUND U i'TIE `_ PRIOR TO COMMENCING CONSTRUCTION. NO � � w � REFRESEM1 HTION IS MADE THAT ALt EXtSTI!VG UnL TES oRE SHOWN 1 =20� HORZ_ �' -' �= - - - --_ 'HE FNGINFEP ASSJ MES NG RESPON SIBI�;TY =0R .,' -,ES � =S VERY_ .,,- SHCWM1 �k JTILI-'ES NOT SHOWN IN THEIR PROPEr �GCk TION. - sA� BEFO == You mc, - 6GO- 4z4 -ssss WwP -.r7 2j�2 �-- �1�.(Q z - � �- AS 12C CO IE= 176.00 UPP 5 CONC. SI�WALI( CON CURB &GUTTER FRONDS STREET �/ � IMP(jOVEMENTS PER GTY REWIR ENTS EXISTING / &STANDARDS RESIDENCE 22' 70 REMAIN REMODEL TO UNIT g �] � � �Q GO EMOVE _ - - IE= 178.50 ! GRAVEL % � _ _ - - DRIVE _ Q. h O NEW o 02 - -- - t �,� t X 20' � to _.,. ,.. __. _. - AGE � t - _ _ �.. N �� !t � ��_ (� �\ i �, - �� P9 POLE TO'B€ REMOVED. AILS O �� , \ \ � � EXIST. UTILITIES- TO ADD tJEW 7 `� 1WDERGROUNDED. TYP. 12' X 20' CO � _ GARAGE E= 176.00 / \ \ \ \ J EXISTING � DEPRE ' DRIVEWAY APPROACH RESIDENCE 2p, � � � STA 56 +38 (SUNSET BLVD. N.E.J TO REMAIN � = REA40DEL TO � � _ RT UNIT k �$ � � \ �.,_ - lL i �\ to + / � � TBM � I \ � � \�� DEPRESSED a I � � T / � DRIVEWAY L- - - i RB /C ,� � � � \ a Im � APPROACH o I ELEV= 181.26 r p = 02'ai tY I{ r llt R = 985.37' + �1 "- z ExISnNG I / RE- SN3EN£E r _ r L - 44.64 �1 � � I I o � u ¢ ! rn - o - - - -J z .. � � ��' i � v s �� a `� .80m � - __ -. _. _._ - - -__ __._ _- ____.___ -.__ -. __ _ -'t60 N � '` 6 - 1 - _ _ _ _ � - _ ___.._ - � - - -__. - a° 'SS.o$ tss l3 s4. 93 RIM= 159:2fi !61.56 INV= 3$Bi:9 IN) 152.36 wv- 130k90 �our)rsz.21 DATUM ELEV 145 00 O +OC SANITARY SEWER PROFILE (SOUTH 1 " =20' HOR Z. 1' =rJ' VERY_ SSMH - e TYPE i1 -48° S RT RIM =moo /805! INV - - + -8 (6� IN) = 7 / -O(> -(1 iNV =' -moo (8' OUT) 170.86 g3��g�P �k>� Ge , e LQO � -4 �_,®,�,�, , - �� - SSMH 3 TYPE II 48" - =�- +��7v'a .....- �. b .w.. SiA 1 +�b-J� LT .t -..-.. _ RIM _ DATiJM F.I.EV INV- 734<+b (6° IN) /S$,OS 15000 INV= :5+-:6 (8" IN) /55.13 c P :N•. =>•54sa ouT) /6¢.93 ^ m I 2 +00 i +00 0 +00 SA117T_ARY SEKE'R PROFILE' (ACCESS ROAD) . " =20' HORZ. 1 " -�' VERY_ � � . - . , r SCANNED MAY 5 1999 /J-� . � -27 � =o i SCAtvNED SEP 19 [u�c 8 / ® � �.. �� r - - - - -� EXISTING ( - �� / , � R`cSIDENCE �' � I L - _ _ - _ J AS 12C CO IE= 176.00 UPP 5 CONC. SI�WALI( CON CURB &GUTTER FRONDS STREET �/ � IMP(jOVEMENTS PER GTY REWIR ENTS EXISTING / &STANDARDS RESIDENCE 22' 70 REMAIN REMODEL TO UNIT g �] � � �Q GO EMOVE _ - - IE= 178.50 ! GRAVEL % � _ _ - - DRIVE _ Q. h O NEW o 02 - -- - t �,� t X 20' � to _.,. ,.. __. _. - AGE � t - _ _ �.. N �� !t � ��_ (� �\ i �, - �� P9 POLE TO'B€ REMOVED. AILS O �� , \ \ � � EXIST. UTILITIES- TO ADD tJEW 7 `� 1WDERGROUNDED. TYP. 12' X 20' CO � _ GARAGE E= 176.00 / \ \ \ \ J EXISTING � DEPRE ' DRIVEWAY APPROACH RESIDENCE 2p, � � � STA 56 +38 (SUNSET BLVD. N.E.J TO REMAIN � = REA40DEL TO � � _ RT UNIT k �$ � � \ �.,_ - lL i �\ to + / � � TBM � I \ � � \�� DEPRESSED a I � � T / � DRIVEWAY L- - - i RB /C ,� � � � \ a Im � APPROACH o I ELEV= 181.26 r p = 02'ai tY I{ r llt R = 985.37' + �1 "- z ExISnNG I / RE- SN3EN£E r _ r L - 44.64 �1 � � I I o � u ¢ ! rn - o - - - -J z .. � � ��' i � v s �� a `� .80m � - __ -. _. _._ - - -__ __._ _- ____.___ -.__ -. __ _ -'t60 N � '` 6 - 1 - _ _ _ _ � - _ ___.._ - � - - -__. - a° 'SS.o$ tss l3 s4. 93 RIM= 159:2fi !61.56 INV= 3$Bi:9 IN) 152.36 wv- 130k90 �our)rsz.21 DATUM ELEV 145 00 O +OC SANITARY SEWER PROFILE (SOUTH 1 " =20' HOR Z. 1' =rJ' VERY_ SSMH - e TYPE i1 -48° S RT RIM =moo /805! INV - - + -8 (6� IN) = 7 / -O(> -(1 iNV =' -moo (8' OUT) 170.86 g3��g�P �k>� Ge , e LQO � -4 �_,®,�,�, , - �� - SSMH 3 TYPE II 48" - =�- +��7v'a .....- �. b .w.. SiA 1 +�b-J� LT .t -..-.. _ RIM _ DATiJM F.I.EV INV- 734<+b (6° IN) /S$,OS 15000 INV= :5+-:6 (8" IN) /55.13 c P :N•. =>•54sa ouT) /6¢.93 ^ m I 2 +00 i +00 0 +00 SA117T_ARY SEKE'R PROFILE' (ACCESS ROAD) . " =20' HORZ. 1 " -�' VERY_ � � . - . , r SCANNED MAY 5 1999 /J-� . � -27 � =o i SCAtvNED SEP 19 [u�c 8 / ® � �..