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HomeMy WebLinkAboutzS-3713SetSANITARY 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 CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the nesicration of City streets disturbed by installation of uUli6es and our construction activities. Any public or private uN9ies, general contractors, a others permitted to work in the public dgMaf -way Will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer. The term engineer shall denote the City project manager, inspector and/or plan reviewen or their designated representative. - SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway, for asphalt overlays or much restoration shell be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. - SECTION 4 APPLICATION 1. The following standards shall be followed when doing Uench or excavation work Within the paved portion of any Ci ty of Renton fight -of -way. -- o these standards may be authorized b the PlanninglBuildilg /Public Works 2. Administrator, or exemptions t y Y Administrator, or authorized representative, upon written request by the permitted, their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION The Engineer may determine in the field that a full street -width (*"*-pavement to edge -of- pavement) overlay is required due to changes in the permit conditions such as, but not limited to the following: 1. There has been damage to the existing asphalt surface due to the contractors equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged, 3. Any other construction, related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS 1.' Pit materials and workmanship shall be in accordance With the City of Renton Standard and Supplemental Specifications (current adopted version) except where. otherwise. noted in these Standards. Materials and workmanship am required to be in conformance with standards for the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington Slate Chapter of the American Public Works Association (APWA) and the Washington.Stale Department of Transportation (WSDOT) and shall Comply with the most current edition, as modified by the City of Renton Supptemental Specifications. 1 An asphalt paver shall be used in accordance with Section 5. 04.3(3) of Standard Specifications. A "Layton Box" or equal maybe used in place of the power - propelled paver. Rollers shall be used in accordance with Section 5. 04.3(4) of the Standard Specifications, Plate Compactors" and "Jumping Jacks" SHALL NOT be used in lieu of rollers. 2, Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit, Surfacing depths shown in the Standard Details are minimums and may be increased by the Engineer to meet traffic loads or site conditions. SECTION 7 REQUIREMENT FOR PATCHING OVERLAY OVERLAY WIDTHS All trench and pavement cuts shall be made by savicut or by grinding. Sawcuts or grinding shall be a minimum of one foot (1') outside.the trench Width. The top two inches (2 ") of asphalt shall be ground down to a minimum distance of one foot (1) beyond the actual outside edges of the trench and shall be replaced with two inches (2 ") of Class B asphalt, per City of Renton Standards. At the discretion of the engineer, a full street width overlay may be required. Lane -width or a full street -width overlay will be determined based upon the location and length of the proposed trench within the roadway cross- section.. Changes in field conditions may warrant implementation of additional overlay requirements. 1. Trenches (Road Crossings): a. The minimum width of a transverse patch (road crossing) shall be six and one -half feet (6.5'). See City of Renton Standard Plan Drawing #HR -23 (SP Page: H032A). b. Any affected lane will be ground down two inches (2') and paved for the entire width of the lane. C. Patch shall be a im mm um atone foot 1 beyond the excavation and patch length th shall be a minimum of an,entire traveled lane. d. If the outside of the trenching is within three feet IS) of any adjacent lane line, the enfire adjacent traveled lane affected will be repaved e. An area including the trench and one foot (1') on each side of the trench but not less than six and one half feel (6.6) total for the entire width of the affected (raveled lanes will be ground down to a depth of two inches (2 "), A two -inch (2 ') overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: - a. The minimum width of a longitudinal patch shall be four and one -half feet (4.6). See City of Renton Standard Plan Drawing #HR -05 (SP Page H032). - b. If the trenching is within a single traveled lane, an entire lane -width overlay will be required a If the outside of the trenching is within three feet (3') of any adjacent fare line, the entire adjacent traveled lane affected will be overlaid. d. If the trenching is greater than, or equal to 30% of lane per block ( 660 -foot maximum block length), or if the total patches exceed 12 per block, then the lanes affected will be overlaid. Minimum overlay shall include all .patches within the block section:. 2 ASPHALT CONCRETE OVERLAY SAW COT SNALL BE FORMAL 2^ MIN. =IN STRACAT 11%5 AS LANE LINE wMSxr mRECTm er THE uLlxsm MARKING REMOVE LOOSENED TRIM LONCRELE ENISTNC CONCRETE ]' -B" ASPHALT VERTCALLY STANDARD VEHICLE WHEEL PATH - PAVEMENT 1 -2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W 4.5' MIN. MIN -• \ \fit MI T PCRUSHED SURFACING COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER -MINIMUM ACP CLASS 'E' or 48' SHALL BE: PRINCIPAL/MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6' ACP CLASS 'E'. on W. RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' or '8'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY. PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCIT AND OVERLAY DETERMINING PAVEMENT THICKNESS FOR FLEXIBLE PAVEMENT o ADOPTED ♦ Ptt W RCNMN 9O NDANO PLANS •OO rR LATL: a2/2= Wnm61m suss acv DWG. NAME: HR -05 SP PAGE: H032 DATE _ REVISION BY PR _ -_ 's /a'oln.xlz'tG+c DDwEt_J '"nlEnaxY M. DDwEL BULS OAR ®IB" ON CENTER - 6- MIN. ON ALL FOUR SIDES 6 E %ISPNG RICO BASE• M. 12' CCMPACffO TRENCH egCKFlLL CONPACIED CRUSHED WRFACW6 AS DIRECTED BY THE ENGINEER TOP CWRSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWNG CONDITIONS EXIST: •COF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER, TYPICAL PATCH. FOR RIGID PAVEMENT PAVEMENT PATCHING AND RCSTORATION DETAIL :'r a♦ ADOPTED CRY OF RECKON STANOAW PW!$ 0 151 AMBa ym GATE NEVISION m.. PPRO.. DWG. NAME: MR-22 SP PAGE:I1033 e. The entire traveled lane width for the length of the trench and an additional ten feet (10') at each end of the trench will be ground down to a depth of two inches (2'). A two -inch (2') overlay of Class B vdll be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot (1) beyond the excavation. Al affected lanes will be ground down to a depth of two inches (2') and paved not less than six and one half feet (65) wide for the entire width of the lane. Potholes greater than five feet (6) in length, width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan # HRO5 (SP Page H032). Restoration requirements utilizing vector equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches (2') of asphalt. Full pavement replacement to meet or exceed the existing pavement depth Will be required for the area of pavement removal. SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1: Trench restoration shall be either by a patch or overlay method, as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and HD33). 2. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feel (2) outside the excavated trench width. h s surfacing materials Confonnin to Section 3. All benching ithin the to four feet 4' shall be backfi led coil crushed s dace 9 9 9 P O Specifications. An trenchin over four feet 4' in depth may use materials approved b the 4 -04 of the Standard y g () p y pp y Engineer or Materials Lab for backfillirg below the four -foot (4) depth. If the existing material (or other material) Is determined by the Engineer to be suitable for backfill, the contractor may use the native material, except that the top six inches (6 ") shall be crushed surfacing top course material. The trench shall be Compacted to a minimum ninety-five percent (95 %) density, as described in Section 2 -03 of the Standard Specfficafions. In the top six feet (6) of any trench, backfill compaction shall be performed in eight to 12 -inch (8 -121 lifts. Any trench deeper than six feet (61 may be compacted in 244nch lifts, up to the top six-foot (6) zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four -foot, (4') vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix (cold mix), Asphalt Treated Base (ATB), or steel plates, as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After Boiling, the trench must be filled flush. with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a Week. In the event that the City determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B. shall be laced to the compacted depth as required and indicated on City of ph t P P P 9 ty Renton Standard Plans 4HR -05; HR-23, and HR -22 (SP Pages #H032, 11032A, and H033) or as directed by the Engineer. The grace of asphalt shall be ARADOOW. The materials shall be made in conformance with Section 9- 02.1(4) of the Standard Specifications. - 3 �MINIMINI MIN MI IN MINI L 6.5yMIN. -1 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 4 - 6.5' MIN. 1' 1' 2 5' 1' 1' MIN (MftX MIN IMINIMIN 2" CLASS 'B' CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER • FOR MINIMUM .STANDARDS, SEE DWG# HR -05, SP PAGE H032 -ACP CLASS" 6" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ♦ T p ADOPTED r/ a. OP PBYTON STANDARD PGNS LST DATE: D2 /2005 "DWG. NAME: HR -23. SP PAGE:HO32A 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CBS. 1, as specified in Section 9. 02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5- 04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B. shall be,placed in accordance with Section 5 -04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12'), unless otherwise approved by the Engineer. Fine and coarse aggregate . shall be in accordance with Section 9 -03.8 of the Standard Specifications. - •-,^., ,... hmn amac shall be feathered and shimmed to an 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shelf be emulsified asphalt grade CSS- 1, as specified in Section 9- 02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5- 04 of the Standard Specifications. 7. Asphalt Concrete Class E.or Class B, .shall be.placed in accordance with Section 5 -04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12 '), unless otherwise approved by the Engineer. Fine and coarse aggregate . shall be in accordance with Section 9 -03.8 of the Standard Specifications. - All. street surfaces, walks or driveways within the street trenching areas': shall be feathered and shimmed to an extent that provides a smooth - riding connection and expeditious drainage Flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4') for storm water flow. The Engineer may require additional' grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimmin and feather as required b the Engineer, I c om fished b colt red shall e na rro Y P Y n9 out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5- 04.3(13) of the Standard Specifications. The paving shall be connected by removal and repaving of the trenchdrify. Asphalt patch depths will vary based upon the streets being benched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans #HR -05; HR -23, and HR -22 (SP Pages ill H032A, and H033).. Compaction of all lifts of asphalt shall be minimum' ninety -two percent (92 %) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer, . Testing shall be performed by an independent testing lab with the rBOOKS being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City, that the restoration meets these specifications. - 8. All joints shalt be sealed using paving asphalt AR-4000W. 9. When trenching within the unpaved roadway shouldeds), the shoulder shall be restored to its original Condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen 115) working days after first opening the trench. This time frame may be adjusted if delays are due to inclement . paving weather or other adverse Conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineers approval. The Engineer may deem it necessary to complete the work within the fifteen (15) Working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary Work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan (from Renton Transportation Engineering) shelf Suubmitted and approved by the Engineer a minimum of three (3) working days prior to commencement of work. SECTION 10. REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Perr inee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. HATrench RestorationURS 2005.doc RECOMMENDED FOR APPROVAL Less than ten (10) yrd aid Ten (10) yYs or older Additional DATE BY DATE Requirements Local Access without BY DATE Bus Route No No Local Access with Doc Yes Yea Route Intersection (All Plus. one are boyond Streets Yes Yes the curb.return 402 Removal Yes Yes Excellent Condition U 3 (based an VIdLCl and /or Yes Yes n- destructive testing) Principal, Mina,, Yes. V twenty' tour (24) Yes, If twenty four (24) Collector Arterial and square Teel o Boor ai squa +o feet or more of O oil streets in COD and any panel needs toebe any panel needs to be oii bus route patched polch¢tl Q •COF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER, TYPICAL PATCH. FOR RIGID PAVEMENT PAVEMENT PATCHING AND RCSTORATION DETAIL :'r a♦ ADOPTED CRY OF RECKON STANOAW PW!$ 0 151 AMBa ym GATE NEVISION m.. PPRO.. DWG. NAME: MR-22 SP PAGE:I1033 e. The entire traveled lane width for the length of the trench and an additional ten feet (10') at each end of the trench will be ground down to a depth of two inches (2'). A two -inch (2') overlay of Class B vdll be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot (1) beyond the excavation. Al affected lanes will be ground down to a depth of two inches (2') and paved not less than six and one half feet (65) wide for the entire width of the lane. Potholes greater than five feet (6) in length, width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan # HRO5 (SP Page H032). Restoration requirements utilizing vector equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches (2') of asphalt. Full pavement replacement to meet or exceed the existing pavement depth Will be required for the area of pavement removal. SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1: Trench restoration shall be either by a patch or overlay method, as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and HD33). 2. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feel (2) outside the excavated trench width. h s surfacing materials Confonnin to Section 3. All benching ithin the to four feet 4' shall be backfi led coil crushed s dace 9 9 9 P O Specifications. An trenchin over four feet 4' in depth may use materials approved b the 4 -04 of the Standard y g () p y pp y Engineer or Materials Lab for backfillirg below the four -foot (4) depth. If the existing material (or other material) Is determined by the Engineer to be suitable for backfill, the contractor may use the native material, except that the top six inches (6 ") shall be crushed surfacing top course material. The trench shall be Compacted to a minimum ninety-five percent (95 %) density, as described in Section 2 -03 of the Standard Specfficafions. In the top six feet (6) of any trench, backfill compaction shall be performed in eight to 12 -inch (8 -121 lifts. Any trench deeper than six feet (61 may be compacted in 244nch lifts, up to the top six-foot (6) zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four -foot, (4') vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix (cold mix), Asphalt Treated Base (ATB), or steel plates, as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After Boiling, the trench must be filled flush. with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a Week. In the event that the City determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B. shall be laced to the compacted depth as required and indicated on City of ph t P P P 9 ty Renton Standard Plans 4HR -05; HR-23, and HR -22 (SP Pages #H032, 11032A, and H033) or as directed by the Engineer. The grace of asphalt shall be ARADOOW. The materials shall be made in conformance with Section 9- 02.1(4) of the Standard Specifications. - 3 �MINIMINI MIN MI IN MINI L 6.5yMIN. -1 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 4 - 6.5' MIN. 1' 1' 2 5' 1' 1' MIN (MftX MIN IMINIMIN 2" CLASS 'B' CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER • FOR MINIMUM .STANDARDS, SEE DWG# HR -05, SP PAGE H032 -ACP CLASS" 6" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ♦ T p ADOPTED r/ a. OP PBYTON STANDARD PGNS LST DATE: D2 /2005 "DWG. NAME: HR -23. SP PAGE:HO32A 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CBS. 1, as specified in Section 9. 02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5- 04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B. shall be,placed in accordance with Section 5 -04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12'), unless otherwise approved by the Engineer. Fine and coarse aggregate . shall be in accordance with Section 9 -03.8 of the Standard Specifications. - •-,^., ,... hmn amac shall be feathered and shimmed to an 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shelf be emulsified asphalt grade CSS- 1, as specified in Section 9- 02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5- 04 of the Standard Specifications. 7. Asphalt Concrete Class E.or Class B, .shall be.placed in accordance with Section 5 -04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12 '), unless otherwise approved by the Engineer. Fine and coarse aggregate . shall be in accordance with Section 9 -03.8 of the Standard Specifications. - All. street surfaces, walks or driveways within the street trenching areas': shall be feathered and shimmed to an extent that provides a smooth - riding connection and expeditious drainage Flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4') for storm water flow. The Engineer may require additional' grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimmin and feather as required b the Engineer, I c om fished b colt red shall e na rro Y P Y n9 out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5- 04.3(13) of the Standard Specifications. The paving shall be connected by removal and repaving of the trenchdrify. Asphalt patch depths will vary based upon the streets being benched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans #HR -05; HR -23, and HR -22 (SP Pages ill H032A, and H033).. Compaction of all lifts of asphalt shall be minimum' ninety -two percent (92 %) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer, . Testing shall be performed by an independent testing lab with the rBOOKS being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City, that the restoration meets these specifications. - 8. All joints shalt be sealed using paving asphalt AR-4000W. 9. When trenching within the unpaved roadway shouldeds), the shoulder shall be restored to its original Condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen 115) working days after first opening the trench. This time frame may be adjusted if delays are due to inclement . paving weather or other adverse Conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineers approval. The Engineer may deem it necessary to complete the work within the fifteen (15) Working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary Work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan (from Renton Transportation Engineering) shelf Suubmitted and approved by the Engineer a minimum of three (3) working days prior to commencement of work. SECTION 10. REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Perr inee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. HATrench RestorationURS 2005.doc RECOMMENDED FOR APPROVAL BY_ DATE tPW3 DATE BY DATE BY DATE BY DATE 5- 311302 k a� ii . r.1 lel 'el 'Irr V W a W5 V i.t e •T p6 W A e r ab 0 a/l tV w Ql '�marnW N� �Qco a Eo ova 3 N C 0 YDO C W t O Zw c¢ Z O j Y Q O WQrnmo LU V O O C LL Go Q � o < 5, W Y � Nfn I42 d '0 0) Z m °. >= Q °oy >> lAmYa<> 2of-3 1 1 r d G y � a °z J X rye W °z W W d d1� N O Z Z •. a 2 U 3 W -1 O' O C O Q W 2of-3 1 1 r d G y � a °z J X rye W °z W 7' MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RE SEWER BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) nre A!'. rccr TIrTeN 1 COVER BOTTOM VIEW CONCRETE RISER BY PPE INC.' COVER &FRAME OR APPROVED EQUAL. PLAN VIEW 12 (TYP) LADDER - POLYPROPYLENE SHALL BE ATTACHED M MANHOLE 25' DIA. 1635mml 1' (3) HLT IOC. (ALLEN HEAD) E25mn] CCC 5/e' -11 % 1.5 SS MAX. PIPE SIZE - 'E' \ RUBBER WASHER [t9mm7 \ 1i CONCRETE SHELF I I 8 3/4' 2 1/2' f�^� E222nm] 164mm7 L PRECAST BASE SECTION P OR CAST IN SHELF. COVER SECTION VIEW , f '11L NOT TO SCALE EON BOLTING DETAIL 'A' 'B' I 'C' 1 24" 27" V •E, 26 1/2' DIA 48" MH 48" 6" MIN. 5 °MIN MIN. LD. [6J3mml 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 25 2 /4' DIA 1/4' 60" MH 60" 8" MIN. 6" MIN. 42 "MIN. 30" LD. C641nm] 1 1/16' f6mm1 1 1/16' NOTES- ]/9' (6nn) DIA 127mm7 r I27nn] NEOPRENE GASKET .1 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS 1 /8' 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 6' E3nn] 3. CASTING SHALL BE PER STD. PLAN 401. I [152mm7 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. .L i l/e' 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. ER'AN, 5 /e' 23 3/6' DIA CL OPEN 6. ADJUSTMENT RI THE CASTING TO GRADE SHALL BE ACCOMPLISHED L B WITH A COMBINATION CREATE C16mm] - [594mn] GASKET GROOVE DETAIL ADJUSTMENT OR1/ RINGS BRICKS AND MORTAR BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR ,/2 BOND. THE Isc OF SHIMS IS INTERPROHIBITED. 27 5/16' DIA 7. SANITARY SERER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. L694mm) COATED (SEALED) WITH A HIGH SATINS URETHANE COATING; WASSER MC- AROSHIELD OR COL APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 34 1/8' DIP 8. RUBBER GASKETS JOINTS SHALL BE IN CONFORMANCE WITH E DIA C -443. C867mn1 NOTES: 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING WIN ADAPTOR, KOR -N -SEAL BOOTS OR FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST APPROVED EQUAL JORDAN IRON WORKS INC. No. 3717CI OR EQUAL. 11. A UNIMPROVED AREAS, MANHOLES SHALL MINIMUM A MINIMUM OF 6" AND A RINGS OF 12- 2. USE FRAME AND COVER FOR STORM (SPECIFY ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING "DRAIN" COVER), SANITARY (SPECIFY "SEWER "). . OR WATER (SPECIFY "WATER "). d• PUBLIC WORKS M. PLAN - 400.1 DEPARTMENT STANDARD SANITARY MANHOLE :�'� O� SID. PLAN - 401 A SEPTEMBER 2011 . UBTIC WORKS MANHOLE FRAME AND COVER DEPARTMENT A DECEMBER 2008 ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LNES ARE AS FOLLOWS A. VITRIFIED CLAY MAIN - CUT W A NEW SECTION OF SEWER MAIN MM A NEW TEE USING FLEXIBLE COUPLINGS (TURNING OR APPROVED EQUAL). S. CONCRETE MAIN - WT IN A NEW SECTION OF SEWER MAIN W17H A NEW TEE USING FLEXBLE COUPLINGS (FERNCO OR APPROVED EQUAL). G PVC MAN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR WT IN A NEW ME USING RICO COUPLINGS, D. WCDLE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. _ CO` 27 MIN SLOPE HORIZONTAL R MAIN TYPICAL SIDE SEWER FI FVATION PUBLIC WORKS. STANDARD SIDE SEWER STD. PLAN -408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING PROPMTY LINE 2 100 BY MEANS OF A WYE AND 45'BiND. TWO 3 S -O` W ASIDE SHALL NOT BE ACCIDTABLE 0" BEND AS REQUIRED (NO MORE '1 3' -0' MAN 45' BEND. EVERY 2ND rI FUTURE 6" BUILgNC SEWER PIPE BUILDING SEWER WILL REQUIRE A SURFACE 476 5. Install We vaver MW 2 minimum wvn. 16° cover le dewed CIEANQUT WW. 680 4" ilEXIBLF COUPLING (fEflNW OR EQUAL) -TEE WITII 6" SOE OUTLET 220 2". 4" STUD MARKING POST PAINTED 'WHITE WITH THE WORD 'SEWER' STENCILED 3, A GUomum grade of 2% (1/4" per fast) must be maintained a In the 2.[ be maintained, tin 456 SURFACE CLEANOUT MTH IN 3.. HIGH SUCK WRE Wltb pip0. ..t a grade Camas a must *Kid a City of Rentan grade release form and Um 696 CAST IRON RING & COVER AWN ME SNOAND an Install 6- pipe at a grade Of M g (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE SWO. HOUSE gI HOUSE 2975 OR APPROVED EQUAL. A FOr InepecGm of eMO dower, ball 24 hours In coven.. The G. SPECIFY "SEWER" ON LID. Inso ation phone numbs is oa Me sale sew Pttmlt St. 736 SEE SID. PLAN 4 Sl FOR 6" SIDE SEWER AND Sol[ DING SEWER SEWER I: 4" SEWER PIPE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LNES ARE AS FOLLOWS A. VITRIFIED CLAY MAIN - CUT W A NEW SECTION OF SEWER MAIN MM A NEW TEE USING FLEXIBLE COUPLINGS (TURNING OR APPROVED EQUAL). S. CONCRETE MAIN - WT IN A NEW SECTION OF SEWER MAIN W17H A NEW TEE USING FLEXBLE COUPLINGS (FERNCO OR APPROVED EQUAL). G PVC MAN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR WT IN A NEW ME USING RICO COUPLINGS, D. WCDLE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. _ CO` 27 MIN SLOPE HORIZONTAL R MAIN TYPICAL SIDE SEWER FI FVATION PUBLIC WORKS. STANDARD SIDE SEWER STD. PLAN -408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 `y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and M' a any oa 1; banded contmehe. Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA) CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay :¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan m on o o Bon n r,imnnanta a In the Renlan Stanched M h,. w o 9. All building amrer and aloe eaeaa Mdl time bedding N oL abbordime elW standard &dwH9 ADS. t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem emiteN We .seers anal water sore. and a rMnlo. 5 tout m hwtuntd apmaHOn halved, samNey aide seem and a doter op Ntllnle.. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.E � °• PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT SEPTEMBER 2012 P � N.pO BUILDING CONNECTION W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR �� NX/] SANITARY SEWER PO.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL % % %! %� /, %! -4 BEDDING FOR SANITARY SEWER PIPE NOTES' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW UNE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS I PIPE BEDDING PLAN - 405 DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING ALL 90' TURNS SHALL BE ACCOMPLISHED 50 100 BY MEANS OF A WYE AND 45'BiND. TWO Oepmlmenl. S -O` W ASIDE SHALL NOT BE ACCIDTABLE 0" BEND AS REQUIRED (NO MORE '1 PUBLIC SEWER SYSTN. A BACHFl.OW PREVENTON MAN 45' BEND. EVERY 2ND 4" CIEANWT WYE RUN DEVICE 5 PS CLEAN CHECK IX1FI0081£ B BACKWATER VALk£ OR MPROVEO EQUAL SHALL BE CHANGE IN qR CIION OR GRADE 45' BEIJD AND PLUG INSTALLED WILL REQUIRE A SURFACE 476 5. Install We vaver MW 2 minimum wvn. 16° cover le dewed CIEANQUT WW. 680 4" ilEXIBLF COUPLING (fEflNW OR EQUAL) \ 220 6. If sloe aewer stub Is not aw9eble. the owner "I be 3, A GUomum grade of 2% (1/4" per fast) must be maintained a In the 2.[ be maintained, tin 456 SUfliACE LtEANWT Wltb pip0. ..t a grade Camas a must *Kid a City of Rentan grade release form and Um 696 4 „a 4 „a4_ ,WYE an Install 6- pipe at a grade Of M �I �) HgISE III HOUSE gI HOUSE HOUSE A FOr InepecGm of eMO dower, ball 24 hours In coven.. The 676 BUILDING DRAW FOR Inso ation phone numbs is oa Me sale sew Pttmlt St. 736 1 I I: 4" SEWER PIPE SNAFACE CLEANOU CE a (TYPICAL) 4" SEMEN PIPE. SEE NOTES 2 8'"H 6'x8' WYE WYE TM AND 3. MIMIUM UK S&DE (SEE STD PUN - 40J) J48 �PL119 FACE UP OTTER THAN SNCIE FAMILY IS B` PR _a- UNE D ri 1T%rgL) PROPERTY LINE �(TYPICAL)EDUFER 3' IN BOB Eel J88 J80 772 •C R MNN BEAM UNE 760 200 `y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and M' a any oa 1; banded contmehe. Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA) CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay :¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan m on o o Bon n r,imnnanta a In the Renlan Stanched M h,. w o 9. All building amrer and aloe eaeaa Mdl time bedding N oL abbordime elW standard &dwH9 ADS. t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem emiteN We .seers anal water sore. and a rMnlo. 5 tout m hwtuntd apmaHOn halved, samNey aide seem and a doter op Ntllnle.. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.E � °• PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT SEPTEMBER 2012 P � N.pO BUILDING CONNECTION W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR �� NX/] SANITARY SEWER PO.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL % % %! %� /, %! -4 BEDDING FOR SANITARY SEWER PIPE NOTES' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW UNE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS I PIPE BEDDING PLAN - 405 DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING NOTES: I. Prior to Netdktlm of a sanitary sswx conneclbn, o side -serer permit must be purchased mom Me GUY of Ratified Pulsk WoM1e 50 100 3 ROM LEVEL DUMB LOCATED BELOW THE ELEVATOR Oepmlmenl. S -O` OF THE NEXT UPSTREAM MANHOLE COVER W TEE 1CPERTY UPS V -O" '1 PUBLIC SEWER SYSTN. A BACHFl.OW PREVENTON 2 Tpea of Rita and 9ttin, Out can be Use] for Sather, aawm 0 DEVICE 5 PS CLEAN CHECK IX1FI0081£ B BACKWATER VALk£ OR MPROVEO EQUAL SHALL BE MMI be oppmved by Me Dmmtmmt of PUNk WwW. Rubber a T -6" Z INSTALLED neaprme Realists a apedBed by the md,ulaaWrer. Ads be 476 5. Install We vaver MW 2 minimum wvn. 16° cover le dewed Used do jeNtu 680 4" ilEXIBLF COUPLING (fEflNW OR EQUAL) \ 220 6. If sloe aewer stub Is not aw9eble. the owner "I be 3, A GUomum grade of 2% (1/4" per fast) must be maintained a In the 2.[ be maintained, tin 456 SUfliACE LtEANWT Wltb pip0. ..t a grade Camas a must *Kid a City of Rentan grade release form and Um 696 4 „a 4 „a4_ ,WYE an Install 6- pipe at a grade Of M 708 4" PIPING 380 440 PLAN A FOr InepecGm of eMO dower, ball 24 hours In coven.. The 676 BUILDING DRAW FOR Inso ation phone numbs is oa Me sale sew Pttmlt St. 736 LOW EIEVAngf HOUSE must be ready for InNwatloa and re movantelve on site wmm `y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and M' a any oa 1; banded contmehe. Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA) CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay :¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan m on o o Bon n r,imnnanta a In the Renlan Stanched M h,. w o 9. All building amrer and aloe eaeaa Mdl time bedding N oL abbordime elW standard &dwH9 ADS. t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem emiteN We .seers anal water sore. and a rMnlo. 5 tout m hwtuntd apmaHOn halved, samNey aide seem and a doter op Ntllnle.. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.E � °• PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT SEPTEMBER 2012 P � N.pO BUILDING CONNECTION W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR �� NX/] SANITARY SEWER PO.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL % % %! %� /, %! -4 BEDDING FOR SANITARY SEWER PIPE NOTES' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW UNE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS I PIPE BEDDING PLAN - 405 DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 PIPE inepwtor anlws at a,dAUtW time. Side sneer and vtub emdl 50 100 be Sealed Dar City spaScationa Maw the caaetkn at We 200 S -O` house. Do not badlNl the doh Until apPrmW Is gl m by the 1CPERTY UPS V -O" BUILDING DRNN im,oclor. FNOI apprewl nY be ¢anted aflor We oadtb, eoPUa MUM THE HOUSE 0 lank has been Pumped out and Sled with sand. SWUHNG SEWER T -6" Z 316 396 476 5. Install We vaver MW 2 minimum wvn. 16° cover le dewed 632 680 at We house if Pullet is shallow. \ 220 6. If sloe aewer stub Is not aw9eble. the owner "I be 390 456 roepmoMe for Its xettlm4bn pa, eUn lardl mawmg 408.1. MI `y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and M' a any oa 1; banded contmehe. Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA) CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay :¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan m on o o Bon n r,imnnanta a In the Renlan Stanched M h,. w o 9. All building amrer and aloe eaeaa Mdl time bedding N oL abbordime elW standard &dwH9 ADS. t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem emiteN We .seers anal water sore. and a rMnlo. 5 tout m hwtuntd apmaHOn halved, samNey aide seem and a doter op Ntllnle.. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.E � °• PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT SEPTEMBER 2012 P � N.pO BUILDING CONNECTION W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR �� NX/] SANITARY SEWER PO.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL % % %! %� /, %! -4 BEDDING FOR SANITARY SEWER PIPE NOTES' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW UNE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS I PIPE BEDDING PLAN - 405 DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 LENGTH 0 80 160 236 316 396 476 556 632 680 680 0 220 300 390 456 536 616 696 712 708 708 a 380 440 520 600 676 748 J44 736 732 J26 n 100 500 580 660 740 ]80 772 764 J56 J48 J44 re 50 IM 150 644 J20 800 BOB 796 J88 J80 772 764 760 200 784 856 836 820 BOB 800 J92 ]84 7J6 772 0 250 880 860 844 832 620 808 600 J92 788 JBO 300 884 BOB 852 840 828 820 808 804 J96 788 350 888 872 856 844 836 824 816 808 804 796 m 4OU 888 BJ6 860 852 840 832 824 816 808 804 450 SECONDS LENGTH Lu 0 ED 50 100 150 200 - 250 300 i 350 0 000 450 LENGTH F w 0 n 5p rc 00 150 a 200 a 250 i 300 350 a 400 450 LENGTH( F g 0 P. 50 oD w 150 200 M PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.SJ.C. ALL SEWER PIPE SHALL WEST A MINIMUM AIR ALLOW 2 MINUTES FOR STAMUZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FDA 5 MINUTES AIR AS REWIRED TO STABILIZE TILE PRESSURE M1H NO LOSS OF PRESSURE. IF THERE IS A LOSE AT 4.0 PS.LG. OF PRESSURE. THEN THE TIME OF ENE DROP FROM 3.5 R&I.G. TO 2.5 P.S.LC. SHALL NOT BE LESS THAN THE TIRE SHOWN ON TEE ABOVE TABLES PUBLIC WORKS AIR TEST TABLE ( LOW PRESSURE) STD• PLAN - 410 DEPARTMENT PO• FOR SANITARY SEWERS MARCH 2008 N'P 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 390 456 536 616 696 712 708 708 280 380 440 520 600 676 748 J44 736 732 J26 424 500 580 660 740 ]80 772 764 J56 J48 J44 564 644 J20 800 BOB 796 J88 J80 772 764 760 JO4 784 856 836 820 BOB 800 J92 ]84 7J6 772 844 880 860 844 832 620 808 600 J92 788 JBO 908 884 BOB 852 840 828 820 808 804 J96 788 908 888 872 856 844 836 824 816 808 804 796 BOB 888 BJ6 860 852 840 832 824 816 808 804 TIME SECONDS 6 IN. DIAMETER P PIPE 0 5 50 1 100 1 150 2 200 2 250 3 300 3 350 4 400 4 450 5 500 0 8 80 1 160 2 238 3 318 3 386 4 476 5 556 6 632 6 6H0 6 680 220 3 300 3 380 4 456 5 536 6 616 6 696 J J68 7 760 7 752 7 744 440 5 520 6 600 6 6]6 7 756 8 836 8 840 8 828 8 812 8 804 7 792 660 7 740 8 820 8 896 9 932 9 908 8 888 8 868 6 656 8 840 8 832 O 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 BO 160 236 316 396 476 556 632 680 680 316 396 476 556 632 ]12 632 816 804 804 ]92 632 712 792 872 952 984 952 K928 908 888 876 952 8 111132 1086 1052 1020 972 952 936 1268 1284 1224 1176 1132 1100 1068 1020 1000 984 1360 1300 1204 1164 1132 1104 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1088 1068 1052 1360 1318 1276 1240 1206 1180 1156 112 1096 1076 1360 1320 1284 1252 1224 1200 1178 1132 1116 1100 1360 1324 1292 1264 1236 1212 1192 1152 1132 1116 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 180 238 316 396 478 5%] 632 680 680 498 576 652 732 812 892 972 C9482 900 884 88 8 111228 1248 1192 1144 1044 1020 4 1408 1344 1292 124 1144 1116 1]00 1608 1532 11408 1360 1 }18 1216 1192 17th 1624 1560 1504 1452 1408 1364 1272 1248 1 ]00 1636 1580 12 1484 1444 4 1316 1292 1700 1644 16 1552 1512 1472 10 0 1352 1328 1700 1652 1608 1568 1532 1496 18 1384 1360 1700 156 1618 1580 1548 1516 14 2 1408 1388 THE SECONDB RECOMMENDED FOR APPROVAL BY DATE _ BY DATE _ BY DATE _ BY DATE BY DATE e O O m ry od C N pp m!mlad M N V � ~ L W QI FIQ MO G C i 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 180 238 316 396 478 5%] 632 680 680 498 576 652 732 812 892 972 C9482 900 884 88 8 111228 1248 1192 1144 1044 1020 4 1408 1344 1292 124 1144 1116 1]00 1608 1532 11408 1360 1 }18 1216 1192 17th 1624 1560 1504 1452 1408 1364 1272 1248 1 ]00 1636 1580 12 1484 1444 4 1316 1292 1700 1644 16 1552 1512 1472 10 0 1352 1328 1700 1652 1608 1568 1532 1496 18 1384 1360 1700 156 1618 1580 1548 1516 14 2 1408 1388 THE SECONDB RECOMMENDED FOR APPROVAL BY DATE _ BY DATE _ BY DATE _ BY DATE BY DATE e O O m ry od C N pp m!mlad M N V � ~ L W QI FIQ MO G C i RECOMMENDED FOR APPROVAL BY DATE _ BY DATE _ BY DATE _ BY DATE BY DATE 5- 311303 r~ y i••1 e �..1 AI W e �4 ).Eel U W e.i.M V W @ZN U O 'O m a °O' rn V O¢Nn 0 O b 3Y� G F6 > > O m O O cZ W � G O Q � 2 O I > Q W m O ? 0 O e" W yoo °m 00)) LL O >-`oQ W Y� VITA f 0 C p N Z m « > C Q O c L (n Go Of aQ Z O F a K U N W 0 >1 W N F M O e O O m ry od C N pp m!mlad M N V � ~ L W V W @ZN U O 'O m a °O' rn V O¢Nn 0 O b 3Y� G F6 > > O m O O cZ W � G O Q � 2 O I > Q W m O ? 0 O e" W yoo °m 00)) LL O >-`oQ W Y� VITA f 0 C p N Z m « > C Q O c L (n Go Of aQ Z O F a K U N W 0 >1 W N F M e ry od - N pp m!mlad C QI FIQ MO G C i 3 of 3 C -L) '. 5--3 -7 1 3 0 1 m �I d �rl L11 m �3 N °z X z O Z N W