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HomeMy WebLinkAboutzS-2247Seta s a SE 4/4 SEC. 19 ,TWP.23 N ,RGE. 5 E W.M. OF RENTON I 1 I DATUM: CITY Ex (.B BENCH: NO. 2484 TOP OF I /4" BRASS PIN � T_ CE I TOP 4C,8 _ SET IN CONC. FILLED 2 "I.P. IN A ' �, ; - �7 - - -_ !I rte, � 'T 1 IE. 15� it -'L CON (_(N's) MON /CASE 1.5' SE OF THE CONSTRUCTED 1 ; i ', 1 R r N 1 I ) INTX. OF S. 21st ST. & TALBOT RD. S. N-1721-6-7-.8 �/ i' 12' F _ P. S_ 1 1 1 E { 4 ELEV.= 203.99 FEET 62.176 METERS E 1300185.48z'y I f E I- T. 1 C 1,1 CULVET ' L NOTES: ��E � 1. LOTS 5 & 6 MAY REQUIRE INDIVIDUAL v / �� o8 G S. 18th ST. _ PRIVATE SEWAGE LIFT STATIONS WHICH N88 °30'58 "W \' ��- SHALL BE DESIGNED IN ACCORDANCE WITH __ - - - - - _ 6,. I z CITY OF RENTON STANDARDS AT THE TIME � ' -�� ' - - - -g - - � t � � �. � OF ISSUANCE OF CITY OF RENTON SIDE ;� ; ` �wj �� i ��- --- -', - -- �� - -_ - -` =`� _`_� © °5873 E n.,.. ..._a__ 2. SANITARY RSEIWER MANHOLES ARE E IN 1300674.51 i/ ii r ;/ SIN 117213L67 - - - - - -\ -� t - - - - -= - _,`\ - d`T. 12 �y -- -\ _ N31+11 , W a- \ STATIONED TO CENTER OF THE r - - �1i to Z STRUCTURE. SANITARY SIDE SERVICES ARE f INV 168.20 \�' I JI\ /\ E 1300213.64 , L_ STATIONED TO THE CONNECTION POINT ON / 7 i ,y THE PROPOSED MAIN. // / �' % - \ N 1` 2125.44 ., ` f 1 ` I W \ ; MIN. F.F.- 172.5�� .$!.- 3. ALL 6" SIDE SERVICE INVERTS ARE MAXIMUM j/ �, E 130.0221.47 ® I Q ALLOWABLE INVERT. ELEVATIONS REQUIRED EXIST. 16" CI. 20 LINE \ 8 P / /r r INV. 16 . 6 \ 11 TO MAINTAIN MINIMUM 2.0% SLOPE TO ER CIT'f 0. 4EdTON \ % \ \ - I , (Ili -✓fc4 PROPOSED MAIN. SEE DETAIL 3, SHT. C10 ASBUILTS) i8rf i EXIST. SSMH. �S) \ 'l5' SANITARY SEWER \ MIN.'F.F.= 172.0' I I� I 48 FOR MIN. ALLOWABLE COVER REQUIREMENTS. TOP= 175.83 } j 167.54 EASEMENT INV.= 169.04 i� 1 I 1� N 172082.04 CONNECT TO S� \ MIN. F.F.= `171.5 E 1300131.33 �' - EXIST. SSMH > �• i / � � � \ � � `•\ �' INV= 169.54'' -------- - - - OPEN CUT AS REQUIRED. ALL c2 / I� INV. 171.00 �' ` i MIN. F.F.- 1;72.5 WORK TO CONFORM WITH CURRVNT �. \ 12 96-9 1 R W I I m s (4/21/95) CITY OF RENTON TRENCH i "SEWER MAIN AT CROSSING SHALL CONSIST �X ` ` N, 17, 204-6. I ' lir +' o° ��� O Z �� RESTORATION AND STREET OVERLAY - - OF E SEGMENT OF THE MAXIMUM STANaARD `' ` E 130p396.04, I I r o O a v i �, ��� - -�1 I- °_ REQUIREMENTS. PATCH PER /DETAIL LENGTH PIPE AVAILABLE, BUT NOT LESS 1HAN >> i _ I o •+ I o N I 5'= i 4, SHEET C70. �� 1� / 18' LONG A SHALL BE USED WITH THE PIPES x i I I nR r ULT� o . I li D Z �a (TYP.) i i/ , \ INV.= 169.57 11 r.IT P,;. r L I I W mo CENTERED TOM IZE JOINT SEPARATION. THIS N 172638.23 N 1 i SEGMENT OF PIPE S L BE INCASED IN CONCRETE ` Q I I = \ �� \ `E 1300403.29 1 11 �� / OR IN A i /4" THICK CO UOUS STEEL CASING m E WITH ALL VOIDS PRESS TED TED WITH SAND- N CEMENT GROUT. TYPICAL, 2 -PL4 o'- 7 Q. N 172013.22 % i '-1 C�vv' E 1300094.60 �8 ` ` Z \ I - - �J� MIN. F.F. =.174.5 �v 02 � C� v ..�pv�s I �. n� icn o o � I� ' 1 -6 "PVC SANITARY SEWER STL�B,(TYP.) �S2.0% MIN. UNLESS OTHERWISE or' �+ ' v � /I _ ��° %� \ o� k1 ��`� _ MIN F.F. 172.5 I olol %Z �� �'� �� p A INV.= 169.22 v� I g1 - -�� INV. 173.23 / � � � A� N 172006:19 nn.,, /�� .� 1300402.11 mac/ � � I A 15' PRIVATE SANITARY SEWER EASEMENT I SSMH 11 TYPE B -54" a4 �Ec 7.5, \ rn MIN. F.F.= 177.0 STA. 12 +21.13, 31.87' RT. \` \ Ilv , � � I � � INV.v.170.12`', C = 10 3.164 SNOOD J _ � � v N 171'957.72 N 171948.46 _ DECk ` � E 1300432.33 E 1300278.64 ���- - v N83 °17 7 -�'. _� -- LtJ I E JST. EXIST \C.O. \ . \ 2 .70' I P PEILE.0 'E.,)I 6 W 90.91' �� �� 1 CONC. W.' <.',EXIST. ) N88�0 58" �� � ✓�.I rE II II � � � a ��ev►� IgO R 2 Q, HOUSE LOCATI6N APPROk. \ MIN. F.F.= 183.0 n '(TO REMAIN �{ ®� w 1 MIN. F.F. = a 82.0 rn rn i \ c XI�.T_ WATER, iv ETER MAV W I T�� G T L s IIi3N 4L � a % r���} o Z - -� MIN, F.F. - `173.0 1� SrL�� T I�O; <, TYP_1 \ EXIST - 1 '�sF' z EXIST. 6 "�7CP < L, J / I ` °� L6CATION APPROX. ° HOUSE Q INV. 179.10 m VA ' EXISd- �i ( ). o��� PUhJ1� INV. 180.00 i� �1 GRAY i z P 11 1 1 F,11 I �_ 4 �� _ L T`- -� EXIS- L•,flQUCCRIVE I` 1 RcTEI�L�'E E�IST.j 6 "- vr� 2 r IS�T��IRE HYDRANT �- ��_ �� ` 1 LSJDE.$ExISER�ICE ,' CONv ��rVALK 5' R/ EDICATIO I, 1 - ..��� \. '� <, TL. '�CONTAGTOR�LC ) y, t � v v �sa_c� w w 14rATER i<IS I�; T _ STAI,IDPT�� _ - - - , am - ME.1 - -'vv 7 - - � -- - -- -r; �ti, 1 }4 14'1 a 000 z c \J�- E �IqT. l` l /tfAT 'HII�H PI,. .�JU F',Ep -fit 1 f, I _ Y -r�j� 'IT ' } } O 1 - 1' i - SS - - - CV 1 > I w v 1 S. 19 ST. d -- �I I SD- - . - '+ �'' - E 'i 35 0' 35 +� h01� c� c� t �:`� - - %9e E.KIS/.T _4" 1' /ATF ��� ��( o- A' i Vv SGT - CI � �I _ {{ ww \. _ r MAIN L rd PRESSURE) r40v4 RESFP,`iCl ;'' ,' _ ➢ INTERSECTION q� INTERSECTION 0 Y1�i� ( P �- - N 17185,6/46 N 1M200T.12 -I' % - T - - - STA_ 10 +00.00 (BURNETT AVE. S.) E 1300'341.20 N 17150.17 �FN 0 Dy T w w ' STA. 20 +00.00 (TALBOT ROAD) I i STA. 32 +48.08 S�9_i STREW - - - - - - - E-730475.12 GROUP li' ®UR lj1G+, E 1300061.78 / ) - - - - - �P .= F EX, SP °1 - STA. 30 +00.00 (S. 19th STREET) I I N 171855.32 w w T F 'C^ N 171861.75 EXIST. CB -E S1 4" -I?_i LIIEE1300276.23 EXIST SSMH. CALL 48 HOURS 1�/� 16030 JUANITA- WOODINVILLE WAY NE uj� E. E 1300028.23 OP 1 °I i1S EP ,_,TT F REIJTCIJ TOP= 184. ,,,g� �� BOTHELL, WASHINGTON 98011 " 'S _ 1 BEFORE YOU DIG E_ DO -,I C. E. 1 .' _ _ E.= 1 ) 9° rs (206)775 -4581 (206)362 -4244 FAX (206)362 -3819 / E II'LT�,. S NAL SURVEYING ENGINEERING PLANNING MANAGEMENT `� IL800- 424 -5555 So �� � (N K) o Ww m? l EXPIRES �!. z � 118 117 16 115 14 13 12 11 10 9 8 7 6 tm'xr OX '01 88- -__ -- _ ._ - - -- - I A I I IA I I I 1A I I I I I Al 6 7 8 9 10 11 12 13 14 15 16 17 18 1� SANITARY SEWER NOTES & SPECIFICATIONS- 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 SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN -ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATIONS, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT 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 PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER 13ACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. "y wo -j 7 - Al"d 7 13. .DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE .SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON. A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSAiRY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D3034, SDR 35, OR DUCTILE IRON CLASS 50 (DI). 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ........................ -TALBOT RD. 180: ......... ......... .............. 160:......... ':EXtST.' SSM1 -i' .... ......... TOP= 175.83 INV.= 167.64 INV.= 167.64 WIW- SE,NEW) 54" U 4" 24 "x 6" FRAME AND LIP PER DRAWING BR29. 6" 4" MIN. TO 12" MAX. TOP= 17.0: INV,= 168.67(8" -OUT) AP. J q3 U) d O Z Z ED _ Z .............. SANITARY SEWER: PROFILE NOTE: iy- ° (CLEANOUT EXIST. SSMH) : THE PROFILE DEPICTS PROPOSED GROUND AS CL .......... iT- RELATES- Tfl • THE -SANITARY SEWER SYSTEM SCALE: 1 =20' (HORZ.) CENTERLINE. 1 " =10' (VERT.) 3' -0" MIN. PROPERTY LINE 6' -0" FUTURE o o°ao 6" BUILDING SEWER PIPE BUILDING SEWER q `.E r o Z of TEE WITH 6" SIDE OUTLET w O .2 oui 2 "x 4" STUD SERVICE MARKER PAINT UPPER nw o:? PORTION WHITE ANS STENCIL ON SIDE z as a J WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. W AND #6 WIRE WRAPPED AROUND THE STUD AND U Of m 6" SIDE SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD. v E E 6" SIDE OUTLET TEE , 60" ALLOWABLE MAX. 1:3:5 MIX FOR CAST IRON PIPE OVS UNLESS OTHERWISE APPROVED BY THE CITY, MAKE fit, 2,0 CONCRETE OR DUCTILE IRON PIPE. �� G TAP THROUGH CAST IRON SADDLE SECURED TO a BLOCKING + M. pT1G�' G�`N CONNECTING NEW SIDE SEWERS TO SEWER I BANDS STEEL EXISTING MAIN. �P Mp�,•GR�'(E i GON % MIN SLOPE. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, z g g HORIZONTAL Di PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. o � SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE NOTES: OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION 1. STEPS TO BE 3/4"/0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL NOTE: 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2' COVER AT PROPERTY N 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE LINE OR 3.5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. II 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. STANDARD SIDE SEWER INSTALLATION °• 6. ALL JOINTS SHALL BE GROUTED. (SEWER MAIN TO PROPERTY LINE_'_ I 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED NO SCALE EQUAL; COLOR OF COATING SHALL BE WHITE. SANITARY SHALLOW MANHOLE TYPE B NO SCALE AS INDICATED - HT. 1/8" 3/4" SQUARES SPACED - 3/4'• O� 0 00000 0 0 Col 1/2" RAISE -1/2" WIDE BORDER�1 12" 0 It10„ 5/8„ FIBER 9' 2 -7/8" 8-3 4" PACKI 1 -1/4" 1 2" 2" LJI a 45' (1/8) 7 f� 7 -3 4" 1 CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT NO SCALE Z 0 ( f I ! 4m; I I f A I I I A I j Y I l 1 I I i 1 I IA i i i 1 I Ti 18 17 16 15 14 13 12 11 10 9 8 `7 6 RtM'xt OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1� 11 1 MIN (MINI MIN• IMINIMINr 6.5' MIN. r r 2s' r r MIN MIN (MINI IMINIMIN ' CLASS FACE OF CURD OR ... ......... .........._.................... EDGE OF PAVEMENT 221#7 i" - _ -ACP CLASS 'E' OR '0' 2' CLASS 'B' ` 6' CRUSHED '2" TO 6' SURFACING TOP COURSE CLASS 'E' CENTER LINE OR CRUSHED ROCK. OR LANE LINE PLOWABLE FILL '0' OR AS REQUIRED BY ENGINEER 'MINIMUM ACP CLASS 'E' SHALL BE: ­PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS ACCESS STREETS - 6' ACP CLASS 'E' OR '0' k INDUSTRIAL 6.5' MIN. RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' OR 'B' 2' DEPTH OF GRIND OR SAWCOT AND REMOVE '•NOTE:'UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. TYPICAL PATCH DETAIL 4 FFi NO SCALE ' J-1 ;',,"„A; 1; N 0. GROUP FOUR,Inc. CALL 48 HOURS � BEFORE YOU DIG 1 16030 JUANITA- WOODINVILLE WAY NE ' BOTHELL,11ASHINGTON 98011 \ 1- 800- 4°24 -5555 OHAL ENf+ (206)775 -4581 " (206)362 -4244 * FAX(206)362 -3819 . SURVEYING ENGINEERING PLANNING MANAGEMENT Z 0 ( f I ! 4m; I I f A I I I A I j Y I l 1 I I i 1 I IA i i i 1 I Ti 18 17 16 15 14 13 12 11 10 9 8 `7 6 RtM'xt OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1�