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HomeMy WebLinkAboutS-371301SANITARY SEWER NOTES AND SPECIFICATIONS PORTIONS OF THE SW 1/4, NE 1/4 & SE 114, NW 1/4, SEC. 109 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE 7 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PLANNINGIBUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST DEPARTMENT SHAH TAKE PRECEDENCE OVER ALL OTHER PLANS. PREPARED FOUNDATION IN ACCORDANCE ENTON PITH THE STANDARDS AND PLANNING/BUILDING/PUBLIC - EDITION OF THE WSDOT /AP WA STANDARDS AND SPECIFICATIONS, AS g, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON WHENEVER CONSTRUCTION IS IN PROGRESS. WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA- STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN LICENSED PROFESSIONAL SURVEYOR, OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT WRITING BY THE PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT. AN AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE SAME AS DESCRIBED. OTHERWISE APPROVED BY THE WASTEWATER UTILITY. REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE 11, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' - PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER ACCOMPLISHED BY -A REPRESENTATIVE OF THE CITY OF RENTON.) IT CITY. MAST SLOPE IN ALI. DIRECTIONS TO MATCH PAVING. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL CONSTRUCTION. DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. GRAPHIC SCALE AND OTHERS ON THE CONSTRUCTION SITE. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 20 0 10 20 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF SCALE IN FEET CONSTRUCTION. CONSTRUCTION. 0100 5' ;xocD ?°p.. 0110 0120 ftli.: =47F.33 - FENCE / 4' C #i.AiH INW= 4S9.36(12'N' LINK FENCE ' t CB- i,jy NEW SSMH r C !!, SNULL AR S /7E) \ INW= A48.83,)8 "S) 1 y" PVC f RIM =471.5 TE�PHONE \ i INt= 471.48 INV= 470.03 .2"N) \\ IgcER J / ` ,, ,,,,,,,,,,,STA. 5 +88.38, 6.01' LT. a a INV= 469.93(12 "S)ABiS ,�t`,.r , m. , -17"'[ "PER C.O.R. STD. __."_� r (G,2 / /NOSED %F. = '^� ... �' ASPHALT ' 4.3 - /f- .- _.____ ___ -- d 47E +; CONCRETE 'i PLAN 400.1 �,• r 2.5' 5TAN1 :)PIFE - -� I� DRiV'E`NAY ± 14�- BOLIkRD -_ N 474 di. • °. }+' ^atvo-vmv n i� 47/0.7) I = SANITARY SEWER 4Z2 -- -- -- = STORM SEWER G _p I = WATER LINE © L ® 2" GAS 19 = WATER METER DHOLE FCOMCAST L/ 1 ® NEWSPAPER SON O 12" CONC O = UTILITY POLE t C.O.R. STD. SPECIFICATIONS. 5+00 lL1i = GUY ANCHOR - ET"' 03 = POWER VAULT/n;ANSFORMER ® FOUND CONIC. MON. IN CASE V� I VISITED 3 -21 -12 = SECTION CORNER = QUARTER CORNER ROLLED 0 = FOUND MON. IN CASE 0 = FOUND PROP. COR. AS NOTED FW f-I = SET 1/2° I.R. W /CAP #21464 CONCR I A11 - ASPHALT DRIVEWAY ED ( LEGEND SS = SANITARY SEWER SO = STORM SEWER G = GAS LINE W = WATER LINE © = GAS VALVE ® = WATER VALVE 19 = WATER METER DHOLE FCOMCAST = FIRE HYDRANT ® = CATCH BASIN O = MANHOLE O = UTILITY POLE t C.O.R. STD. SPECIFICATIONS. = LIGHT POST 3 = GUY ANCHOR T = SIGN 03 = POWER VAULT/n;ANSFORMER ® = TELE./TV PEDESTAL OO = PARKING METER } = SECTION CORNER = QUARTER CORNER 0 = FOUND MON. IN CASE 0 = FOUND PROP. COR. AS NOTED • = SET 1/2° I.R. W /CAP #21464 -50.00 - SPOT ELEVATION Call 2 Working Days Before You ..._„s;:�N.� T L'`T.,y_.."„ 1�"- ,•,);I_�___- .LG-�- ___ ._.. - __......... V C - ._ - -G._ - __ - _ W -- __ CF0 - -W AVWF OF r i 1 I PAVi:MENT I A/C PAVEMENT I INSTALL 8 "CAP 1 I I -I2" Clop BETE CURB ASPHALT DRIVEWAY M 475 470 465 m Center s d LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING VATH CONSTRUCTION, SURVEY NOTE: EXISTING SURVEY FEATURES. BOUNDARYANOTOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED. IN PART, BASED UPON INFORMATION FURMSHED BY OTHERS. TLETHt$ INFORMATION IS SEUEVEOTOSERELIABLE. PITTMAN ENGINEERING CANNOT ENSURE THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPoRATED INTO THESE DRAWINGS AS A RESULT. CONNECT TO EX. PIPE. k °t -__ 1W-7 Al2 ASPHALT I ORIVE:Y_A/' ` RRI- 471.13 ( 6" PVC, S= 0.0200 FT /FT INVr,A6L+.53(12 "N) i SIDE SEWER INSTALLATION RISER TELEPHONE PER C.Q.R. STD. PLAN 406.1 R (TYP.) 0030 0020 4q9 .23 N., RGE. 5 E., W.M. SURVEYOR: HANSEN SURVEYING 17420 116TH AVE. S.E. RENTON, WA 98058 PHONE: 425- 235 -8440 BENCH MARK: VERTICAL DATUM: NAVD88 CITY OF RENTON #1851 $ 1/2" DOMED BRASS DISC WITH PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 140TH AVENUE SE. ELEVATION= 398.545' SSMH RIM =471.92 INV= 462.33(CETfTER CHANNEL) rQe 9253 R1M =471.03 ORIGINAL SANITARY SEWER DESIGN BY: PITTMAN ENGINEERING Civil Engineering and Consulting John J. Pittman, P.E. 12819 SE 38th Street, #159 Bellevue, WA 98006 A2 ( 5) 562-7226 2 226 '�,8 -_• :n _ a c"} ASPHALT 3 78 °S Q =k 58.75 12 5 A.1 DRN IEWAY INV-488.23 18`N N �� 5` pVC - _...__ /1-5, li PVC RIM-470.81 INV =461.13(CENTER CHANNEL). .f/ 471 'C. -- ,CSQ^- _•=- J�'1•--_ rvC," �"m" °yes .". 'rrpv.�3 _'°°^'O^Lv..rr_w:. y�ry E >_.........._._.,. CONCRETE CURB 18 --P IN INC ^CQ�NC 9+00 1 ..r a rN V W r -_I� m �o n L4 D Z DO O 8 ao �m a °'rn ca � c E 0 C? 3 `Iew_ w N -> ��-- -�- - - - - -� i A/C PAVEMENT ,% ! ` "19" E ' 659.28' - z -___ .._ ____.__ -- FIELD AVE NE ;+ - _ 11 I SAWCUTttNE- (T'YP.) 1,1104 Q co tAAIL DHOLE FCOMCAST I^ RESTORE I I I RESTORE PAVEMENT PER - - - EX. GROUND @) / PIPE CENTERLINE 1 { - - -- -- - -- EXXISTIN $CENTER OF SECTION MON RISER - - -ri t C.O.R. STD. SPECIFICATIONS. 'Wz _ FND. CONC. MON. IN CASE. 1 RISER N: 183,615.5053 FEET (COR) 0010 0282 0281 NEWSPAPER SOX WAIF. (A PP-RO�X.) Al2 ASPHALT I ORIVE:Y_A/' ` RRI- 471.13 ( 6" PVC, S= 0.0200 FT /FT INVr,A6L+.53(12 "N) i SIDE SEWER INSTALLATION RISER TELEPHONE PER C.Q.R. STD. PLAN 406.1 R (TYP.) 0030 0020 4q9 .23 N., RGE. 5 E., W.M. SURVEYOR: HANSEN SURVEYING 17420 116TH AVE. S.E. RENTON, WA 98058 PHONE: 425- 235 -8440 BENCH MARK: VERTICAL DATUM: NAVD88 CITY OF RENTON #1851 $ 1/2" DOMED BRASS DISC WITH PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 140TH AVENUE SE. ELEVATION= 398.545' SSMH RIM =471.92 INV= 462.33(CETfTER CHANNEL) rQe 9253 R1M =471.03 ORIGINAL SANITARY SEWER DESIGN BY: PITTMAN ENGINEERING Civil Engineering and Consulting John J. Pittman, P.E. 12819 SE 38th Street, #159 Bellevue, WA 98006 A2 ( 5) 562-7226 2 226 '�,8 -_• :n _ a c"} ASPHALT 3 78 °S Q =k 58.75 12 5 A.1 DRN IEWAY INV-488.23 18`N N �� 5` pVC - _...__ /1-5, li PVC RIM-470.81 INV =461.13(CENTER CHANNEL). .f/ 471 'C. -- ,CSQ^- _•=- J�'1•--_ rvC," �"m" °yes .". 'rrpv.�3 _'°°^'O^Lv..rr_w:. y�ry E >_.........._._.,. CONCRETE CURB 18 --P IN INC ^CQ�NC 9+00 1 ..r a rN V W r -_I� m �o n L4 D Z DO O 8 ao �m a °'rn ca � c E 0 C? 3 `Iew_ w N U 7 -. it -> ��-- -�- - - - - -� i A/C PAVEMENT ,% ! ` -' z -___ .._ ____.__ -- GhAVEI. P- ASPHiiTCONCRETE ROLLED CONC I RETE CURB _ ,` I ' U _..�- � DHOLE FCOMCAST CITY OF RENTON #1849 ELEPHONE - - - U 7 -. it ��-- -�- - - - - -� -' __-- 47s - - L WE. CONCRETE " GhAVEI. P- ASPHiiTCONCRETE METER DRNGWAY W ORIWEWAY DRIVEWAY DRIVEWAY DHOLE FCOMCAST CITY OF RENTON #1849 ELEPHONE - - - EX. GROUND @) / PIPE CENTERLINE 1 { - - -- -- - -- EXXISTIN $CENTER OF SECTION MON RISER - - -ri - -- 'Wz wa�TDDo w�o°� FND. CONC. MON. IN CASE. 1 RISER N: 183,615.5053 FEET (COR) 0010 0282 0281 E: 1,313,987.638 FEET (CDR) VISITED 3- 21 -.12 0280 U 7 -. it ��-- -�- - - - - -� ' 481 °'I I I Z W I - -- -- _ -( -_ -- - - - EX. GROUND @) / PIPE CENTERLINE 1 { - - -- -- - -- - -- I--- _r - -_I t--- - - - -ri - -- 'Wz wa�TDDo w�o°� 1 47{ I JSE%. WAIF. (A PP-RO�X.) S [ EX. S I P 204' { .) 1I � 1 - , - P-050 F- . T /FT I S=0.0050 - FT /F RIM = 471.71 (MATCH EX.) "IE 463.51 (IN) J 8' PVC -� -EX, -.L- $gM 98 EX. � e" IE 463.47 (OUT) PER C.O.R. STD. PLAN 400.1 i S �(AP_P.-RO T j RIM =471.92 --%- _INV.= 4G2.33 -- i (CTR. CHANNEL) I �4B; 46( t I I i SEWER MAIN PROFILE SCALE: I"= 201 HORIZ. 111= 5' VERT. 5- 311301 I ' s °'I I I Z W N I C O 'Wz wa�TDDo w�o°� 1 cnlim,� 1 >­6< �,ui ¢ 0 w ui RECOMMENDED FOR APPROVAL / _ - Z 2.5 = m ( ` I CITY OF RENTON #1851 ¢ O 4) Fl > SURFACE MON V% DID 0: .. DATE B B Z!W_F 1 N; 180,978.6275 FEET (CDR) E: 1,313,999.609 FEET (CDR) BY. L VISITED DATE `!J /j I TED 3 -7 -06 I COR 11849 TO COR #1851 B DATE I S 00'7517° E 2636.97 ((MEAS) S 00'15'WE 2636.90' (COR) BY DATE W BY DATE 1 1 S 85.49'37" E 18.76' I S 00'08'57° W 2635,59' WAS) N N.T.S. (S 00'08'57' W 2635.60' McOUdN ADD.) (S 08'53 ".IN 2835.59' ASPENWOODS V 237/091) S. 1/4 CORNER OF SECTION 10 -23 -5 SURFACE MQN VISITED 3 -7 -06 Nk�I M V M N N M O .T3 2 w w ly O' O O Q C of 3 t �1 m 0 m �> N °z X z w °z w