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HomeMy WebLinkAboutzS-2742Set�l� W r O 0o N �a !� F PS a I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}� i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL �j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (� U W IE= 142.58 a Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+ AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-( AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v. 762 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION 0 PLANS. ,y �IET142.76 a o n 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 0 +46 I1 FIRST FL00R DECK 16 J !� ! CO 1 r 1 ,2 X 20 , m(m I w I t y 15.44 %( RIVATE) +00 \ i Z o I 1 o � 16 C 1 �. I 1�� N)'w ff. -' ` ^m ` ' % LL z �0 I WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN CD B6ILDIN0'2 50 I. E= 156.00 •+ C01 L_ _ + IE =767.0 A PORTION OF SW 1/4, NE 1/4 SECTION 8, < AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEENCO =142.74 00 CONC. DRI $ +!WALKS, S IRS C z oN STAMPED AND SIGNED BV A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. a TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., ++ ®+ LANDIN S, + +TYP. EXISTING TREES �\ W f STA 0 +26 r+ (+ _� - SANITARY SEWER NOTES e CITY OF RENTON. ICING COUNTY, WASHINGTON 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE IE= 142.28 X I 6'• SEWER SEAZVICE Tt'P. \ I a + \ � - PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAVE.^. TO 11 w. 1 6D E 10 - ME E 959, OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND TO THE v I'1 LO �n \ tO AND SPECIFICATIONS a I ® w r" D SHALL BE THE SAME AS DESCRIBED. ` °' j 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND e - '� `O, EYI H M F SSIDNG _ E SIDENG - ; LI SSMH #1 (PUBLIC STA +0 +17 - ` IE= 10.70 \ + Q SPECIFICATIONS. MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND PLACED WITHIN _ ' INV 16211 (VERITY) - �� I '1233 -25'1 - COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE ` #a L- - - - - - -i 73 DATUM SHALL BE CITY OF RENTON U S C AND G S - -- / LIMITED APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- ! N89'Si• 0 "E + , 319.42' '• PP 5' CQNC. SID WgLK W J '0222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE T, ��� \ 0 APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. r.• 5• - ! SCRZENEO 6 co NC. OS co N CURB & GUTTER H Z THE POLICE HOUR MEN T, FIRE DEPARTMENT AND 971 SHA BE NOTIFIED 24 HOURS IN ADVANCE PAT \ DU "STANDARD RECNLE RECPCLLE BINS - -- -� Y __ ! r_____- .______________ _______ ___ _ _____ W W 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" c- e + \ `� \ '. ! \� ` `� STREET IPM IMPIjOVEMEN TS O 0 J W PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON +` `;TA 1+24 \� + CO iE? 6 ]C 6C 9C \ lOC' _ / JODE PERy/CITY REQUIRE ENTS & TANDARDS LLJ W4. STANDARD SPECIFICATIONS. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE 142 78 \ - \� !s '� IE -143 ', y \��� �' BUI #5 11C 12C, RESIDENCE TO' REMAIN I1 22 co S W ~ Q AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. +' 1 ... BUB..DIN� it ... ., PT = 2+ -. -.,; 1 7.47 CO \ IE= 765.00 CO IE 766 00 \ EO 169.Ob +� REMOVE MISTING (1) CART ARAGE / R ODEL TE, UNIT #17 REMOVE �Q - - u W W F - = W Z 5. A PRE - CONSTRUCTION N AND A 24 HOUR NOTICE SHALL 1 1 y Ci) \� 2O\, - \1 CO ' 11 IE =17a 00 IE CO E- 178.50 t GRAVEL 1� / f 1 - C� Q Q O BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE STARTING W THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE STA 1 +01 -- 1 IE= 142.67 0'�, ,1 �\ "�, \ IE= 143.27 - _ 1`. eL �. \�i + +IE= 760.00 �I n ( \ I I IE- 176,00 ,' 'ADD NEW DRIVE O _ - - I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}� i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL �j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (� U W IE= 142.58 a Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+ AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-( AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v. 762 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION 0 PLANS. ,y �IET142.76 a o n 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 0 +46 I1 FIRST FL00R DECK 16 J !� ! CO 1 r 1 ,2 X 20 , m(m I w I t y 15.44 %( RIVATE) +00 \ i Z o I 1 o � 16 C 1 �. I 1�� N)'w ff. -' ` ^m ` ' % LL z �0 s:c :-° WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN IE= 142.40 w 5 1 B6ILDIN0'2 50 I. E= 156.00 •+ C01 L_ _ + IE =767.0 C0�' C0� IE =169.0 IE�111.00 p < AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEENCO =142.74 I m CONC. DRI $ +!WALKS, S IRS C z - a w STAMPED AND SIGNED BV A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1 1 IIE - ++ ®+ LANDIN S, + +TYP. EXISTING TREES �\ W °a STA 0 +26 r+ (+ ° \ - NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 U \ c 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE IE= 142.28 X I 6'• SEWER SEAZVICE Tt'P. \ I a + \ � PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAVE.^. TO 11 w. 1 6D E 10 - ME E 959, OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND TO THE v I'1 �n \ tO \ E FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE I ® CO IE =1 D oN SHALL BE THE SAME AS DESCRIBED. ` °' j (93'�F' ®�C ® 8., (PRIVATE) S M #2 �' ° d 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND LI SSMH #1 (PUBLIC STA +0 +17 - ` IE= 10.70 \ + - -�I 1 0 74. 7 '. EXISTING TRiiES TO REMAIN 17 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND PLACED WITHIN CONSTRUCT i R E %IST. LINE 0 \ §89'51'00 "� SCREENED D STERS �� I '1233 -25'1 - COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. & RECYCLE B B IN INS #a 73 DATUM SHALL BE CITY OF RENTON U S C AND G S - -- a SANITARY SEWER MANHOLES 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR STA 1 +89 6.72' LT ` OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT STA 0 +73 87' RT s FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF SSMH #1 TYPE B -54" (PUBLIC) SSMH #3 TYPE II -48" (PRIVATE) CONSTRUCTION. RIM = 146.5± (MATCH GROUND) NIV= 154.10 (8" IN) ® m EXIST. INV= 142.09 (VERIFY) INV= 154.16 (6" IN) xo T 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY NEW INV= 142.19 IN (E) PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INV= 154.00 (OUT) oa THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR `�' E STA 0 +72, 6' LT STA 0 +88, 9' RT x rn N ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND SSMH #2 TYPE II - -48" (PRIVATE) SSMH #4 TYPE II -48" (PRIVATE) 3a ` -5 BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY LEVELING RIM= 159.21 RIM= 179.10 OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL INV= 150.10 (IN) INV= 170.16 (6" IN) AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING INV= 150.00 (OUT) INV= 170.00 (8" OUT) z MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH THE I PIPE WILL BE SUPPORTED ON A !UNIFORMLY DENSE UNYIELDING OF BASE. a / AND BELOW THE PPE BEDDING SHALL BE SEWER PIPE E GRAVEL SHALL BE POLYVINYL CHLORIDE (PVC) - - _- -__- `�, "o - - / _ "- - -i 160 RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. UNIMPROVED AND MAXIMUM 18 INCHE EXTEND MINIMUM ABOVE FINISHED GRADE. IN PAVED INCHES VED AREA, v COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w w w w Z Z Z Z z O O 0 0 0 Z Z Z Z O O O O O U U U U U a a a w w w > > > 5 > AVOID CUTTING UNDERGROUND UTIUTY UNES. IT'S COSTLY 13 PR j2r 4��w OF WAShr Call ��� 0[ q. before you ,l Z ®t JJgqg' 7133S32 O SfNa*" t N S E�TI&AN GG,1'9 R �0 \+ POLE Tg''BE REMOVED. EXIST. UTILITIES' TO ADD MEW -I ERPROUNDEb, TYP. 12' X120' co \ GARAdE IIE= 176.00 / a \ 0 7 % 0 � 1 �� EXIS NG DEPRE DRIVEWAY APPROACH REST ENCE STA 56 +38 (SUNSET BLVD. N.E.) TO R MAIN 20' = REMgDEL TO �� TT UNIT {{ 18 -?IM 5 38 �r P., < )! )3 I I _. -'' - -- L - - - -- r -- J E LP F_� TBM \ ��'� DEPRESSED a % DRIVEWAY I L = - 1 ', RB /C ( \ J / o � f APPROACH ELEV= 181.26 o p + R 985.37' i EXISTNC .83' R 4L .64' � ,. m r Lam_ + U O+ U / U Q a 180 °� �r+°s ._ .. _._ _____� _... _ .180 N 0 m III II SSMH 4 TYPE II -48" 5S > 0+ RT h a RIM = 179.10 �.�1. INV -170.00 (6 (8' CUT) NV 70.16 TONAL 1- 800 -424 -5555 _13500P Of UNDERGROUND SERVICE (USA) Fi IFS 11/30 /9B cq N NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 0 +00 1 +00 SANITARY SEWER PROFILE GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1 " =20' HORT HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1•' =5' VERT. " Z NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 y y 0 +00 SANITARY SEWER PROFILE (SOUTH) 1 " =20' HORZ. 1 " =5' VERT. R­- 3-im , _ II _ -_ -- _.. �- �d} =�_ -7� �. .160 DATE 160 -_ -_ -. _._ _ _. 1 � §SMH 3 TYPE 2II -48'' .,+ 'LT DATUM ELEV v_1sa 1F IR" IN\ 1 1 150.00 1 +00 SANITARY SEWER PROFILE (ACCESS ROAD) 1 " =20' HORZ. 1 " =5' VERT. C 0 : .3'' / C 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 / ® � �..