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HomeMy WebLinkAboutzS-3118SetI t Z Z p_ O i V) Z .z C7 V) X W W L7 _j = W Z � •Q Z W O V) Lj z W LJ Q V) Z CL Q LJ V) �> O C) OL a� 0 O P-4 r D a rn ri C', P 3� Tvn DD > r� W (,) J Z O Z N i V 0 i=W Q S 6TH ST Y, !V O O enLZ_ PARR i z� � ' c tri O � a Z Z p_ O i V) Z .z C7 V) X W W L7 _j = W Z � •Q Z W O V) Lj z W LJ Q V) Z CL Q LJ V) �> O C) OL a� 0 O P-4 r D a rn ri C', P 3� Tvn DD > r� W (,) J Z O Z N i V 0 i=W Q S 6TH ST Y, !V O \ 64TE PARR - MCINITY MAP N.T.S. W_ � Z Z p_ O i V) Z .z C7 V) X W W L7 _j = W Z � •Q Z W O V) Lj z W LJ Q V) Z CL Q LJ V) �> O C) OL a� 0 O P-4 r D a rn ri C', P 3� Tvn DD > r� W (,) J Z O Z N i V 0 i=W Q it l +y � Y fY i., C; R FJNTON r L I r I SANITA E -.V R I s 8J e C • l l u l - SE 1/4, SE 1/4 SECTION 17 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. CITY OF RENTON, UTILITY F4 h A / O PTO BE REMOVED) / ♦ ti __ . }, � �O 'GI2ES'S/EGRESS .3 �OJ ,Y / 10+00 -4, Q EAS ENT �► O MIN_ / ' FFE= 316.00 u 1,. 7 (D its CORE Oiilll ,� 4 / / 93' 1 CONNECTION TO / EX. SSMH E. NEW 8- E =309.24(SE) ao �.� MIN. FFE= 322.00 -ftb wow TOP OF a OPE , 1 / O ` f / / / ~\ t - 232 MIN. FFE= 324.00 6 8" SEWER LINE TIO v9 INSTALLED IN TRENCH '�� 6 3 USING PIPE BEDDING G (TYP.) � \ PER DEATIL SHT. 2:p: -- -- - `; ,-�,: / 4r 4 MIN_ FFE= 328.00 / \ 00� fir , 00> \ y r �71L7G .7GAGR i �� / INSTALLATION �_ . •� , .�fV N f- PER DETAIL )/ , 7 l, L SHT. SANITARY SEWER SYSTEM '` �\ 1 / o- / \ -- :.t•' jn �1 6" SSCO, PER DETAIL SHT. 2 (TYP.) /- , ;.� ,.l. �• _•ice , y TOP TO MATCH FIN. GRADE -- / 6" IE W CAP =325.00 �• 2 NEW 6" SSCO \F' _ r TOP TO MATCH FIN. GRADE GAS ' CROSSING \ �� / 6" IE W/ CAP =321.00 CONTRACTOR TO USE i. ` ; \ EXTREME CAUTION 3 NEW 6" SSCO g ... TOP TO MATCH FIN. GRADE / � 6 IE W/ CAP 319.00 t -_ l T / NEW 6w SSCO SEE SEW19[ EXTENSION ♦ ��L TOP TO MATCH FIN. GRADE PROFILE ON SHT.. -2 " "'8�= :,. . `' -' • y , ,_ __ �+ •� ; ttr' I t w ti y1 Q I 6 IE W/ CAP-3131V \, ti��.- �, a - 5 10+09.15 � � • � � � � _ � 10 INGRESS /EGRESS \; �•� \ � � ` I ,,� ;�'���'- -. � �--- EASEMENT RECORDED UNDER EAS 8 "x 6" TEE \ •,�, \� ` • �, RECORDING NO. 9410030765 �` x IE =310.00 • n , mar PAR' O10+42.05 �� \ ' - r ., 3 'ter I. . 8 "x 6" TEE \ '� `e�d ` �. . �. Y '.. ��� � C ' ,... / q '��` • y IE =312.74 + 4, 7 '10+83.94 TEE„ IE- 316.23 \ t, . ` `✓ E .. . � . : , .., .� : .. .: . O8 11 +24.12 Box 6 TEE \, �� \, IE =319.58 rA 9 11 +30.68 \Y' \'► SSCO, PER DETAIL SHT. 2(TYP.) �a F MAG NA /L 3 TOP TO MATCH FIN. GRADE `� EZEV. =.32& 47 Y $ �YK' 8 IE- 320.13 � American Engineers • Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 �# PHONE (425) 881-7430 Fax (425) 881-7731 O File path do Name P ' ?003' Q32, En inePr n iTw '.�'032�CVi,dw n� ' 1P P6,P5 PM Pj1T wwP moor - �IId 0 RECOMMENDED IOR APPROVAL D A BY: / BY: DATE: _ I NOF.: EXISTING LANDSCAPING SHALL BE REMOVED AS REQUIRED TO INSTALL SANITARY SEWER LINES. 1� It 23 S 6TH ST Y, 1 TH CT J 1, !S \ ` rs♦ \ 64TE PARR - MCINITY MAP N.T.S. � Q l� i w V�_ a � CID it l +y � Y fY i., C; R FJNTON r L I r I SANITA E -.V R I s 8J e C • l l u l - SE 1/4, SE 1/4 SECTION 17 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. CITY OF RENTON, UTILITY F4 h A / O PTO BE REMOVED) / ♦ ti __ . }, � �O 'GI2ES'S/EGRESS .3 �OJ ,Y / 10+00 -4, Q EAS ENT �► O MIN_ / ' FFE= 316.00 u 1,. 7 (D its CORE Oiilll ,� 4 / / 93' 1 CONNECTION TO / EX. SSMH E. NEW 8- E =309.24(SE) ao �.� MIN. FFE= 322.00 -ftb wow TOP OF a OPE , 1 / O ` f / / / ~\ t - 232 MIN. FFE= 324.00 6 8" SEWER LINE TIO v9 INSTALLED IN TRENCH '�� 6 3 USING PIPE BEDDING G (TYP.) � \ PER DEATIL SHT. 2:p: -- -- - `; ,-�,: / 4r 4 MIN_ FFE= 328.00 / \ 00� fir , 00> \ y r �71L7G .7GAGR i �� / INSTALLATION �_ . •� , .�fV N f- PER DETAIL )/ , 7 l, L SHT. SANITARY SEWER SYSTEM '` �\ 1 / o- / \ -- :.t•' jn �1 6" SSCO, PER DETAIL SHT. 2 (TYP.) /- , ;.� ,.l. �• _•ice , y TOP TO MATCH FIN. GRADE -- / 6" IE W CAP =325.00 �• 2 NEW 6" SSCO \F' _ r TOP TO MATCH FIN. GRADE GAS ' CROSSING \ �� / 6" IE W/ CAP =321.00 CONTRACTOR TO USE i. ` ; \ EXTREME CAUTION 3 NEW 6" SSCO g ... TOP TO MATCH FIN. GRADE / � 6 IE W/ CAP 319.00 t -_ l T / NEW 6w SSCO SEE SEW19[ EXTENSION ♦ ��L TOP TO MATCH FIN. GRADE PROFILE ON SHT.. -2 " "'8�= :,. . `' -' • y , ,_ __ �+ •� ; ttr' I t w ti y1 Q I 6 IE W/ CAP-3131V \, ti��.- �, a - 5 10+09.15 � � • � � � � _ � 10 INGRESS /EGRESS \; �•� \ � � ` I ,,� ;�'���'- -. � �--- EASEMENT RECORDED UNDER EAS 8 "x 6" TEE \ •,�, \� ` • �, RECORDING NO. 9410030765 �` x IE =310.00 • n , mar PAR' O10+42.05 �� \ ' - r ., 3 'ter I. . 8 "x 6" TEE \ '� `e�d ` �. . �. Y '.. ��� � C ' ,... / q '��` • y IE =312.74 + 4, 7 '10+83.94 TEE„ IE- 316.23 \ t, . ` `✓ E .. . � . : , .., .� : .. .: . O8 11 +24.12 Box 6 TEE \, �� \, IE =319.58 rA 9 11 +30.68 \Y' \'► SSCO, PER DETAIL SHT. 2(TYP.) �a F MAG NA /L 3 TOP TO MATCH FIN. GRADE `� EZEV. =.32& 47 Y $ �YK' 8 IE- 320.13 � American Engineers • Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 �# PHONE (425) 881-7430 Fax (425) 881-7731 O File path do Name P ' ?003' Q32, En inePr n iTw '.�'032�CVi,dw n� ' 1P P6,P5 PM Pj1T wwP moor - �IId 0 RECOMMENDED IOR APPROVAL D A BY: / BY: DATE: _ I NOF.: EXISTING LANDSCAPING SHALL BE REMOVED AS REQUIRED TO INSTALL SANITARY SEWER LINES. 1� It 23 4 1 GRAPHIC SCALE 10 9 10 20 40 1 IIW'-'y = 20 PT. r At : r r NOW .. . O xVE 's1' 9. 1 RD St `Y^.. -�- +....r%...e..: -_ gin• -.-»r. �.. ns.!y.'.+s'rv...- . -,�.- PARCEL A. LOTS 5 AND 6 BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 18 OF PLATS. PAGE (S) 74, IN KING COUNTY, WASHINGTON. SUBJECT TO AN EASEMENT RESERVED BY THE GRANTORD FOR THE BENEFITS OF LOTS 3AND 4, BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON FOR INGRESS, EGRESS AND DRIVEWAY PURPOSES OVER AN EXISTING ASPHALT DRIVEWAY, APPROXIMATELY 11 FEET IN WITH ON LOTS 5 AND 6. THE EASEMENT SHALL BE MAINTAINED BY THE OWNERS OF LOT 3 AND 4 PROVIDED NO IMPROVEMENTS AND ALTERATIONS SHALL BE MADE TO THE DRIVEWAY / EASEMENT WITHOUT THE APPROVEL OF THE OWNERS OF LOT 5 AND 6, WHICH SHALL NOT BE UNREASONALY WITHHELD, AND SUBJECT TO THE DEED OF TRUSTRE CORDED ON JULY 29, 1994 UNDER KING COUNTY RECORDER'S NUMBER 9407291865 WHICH THE GRANTORS AGREE TO PAY ACCORDING TO ITS TERMS AND HOLDTHE GRANTEES HARMLESSS THEREON. PARCEL B; A PORTION OF LOTS 7. 8, AND 9, BLOCK 1 MORGAN'S GRAND VIEW ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF, PECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. AND A PORTION OF THE HENERY H. TOBIN'S DONATION LAND CLAIM 37, DESCRIBED AS FOLLOWS; COMMENCING AT THE INITIAL POINT OF MORGAN'S GRAND VIEW ADDITION TO THE CITY OF RENTON, AND THE NORTHWEST CORNER OF HIGH STREET; THENCE SOUTH 88'31'01" EAST, A DISTANCE OF 40.00 FEET ALONG THE NORTH LINE OF HIGH STREET; THENCE NORTH 48'03'02" WEST A DITANCE OF 86.72 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 56'24'29" WEST A DISTANCE OF 124.37 FEET; THENCE SOUTH 55'05'47" WEST A DISTANCE OF 110.2 FEET TO A POINT ON THE NORTHWESTERLY MARGIN OF BEACON WAY SOUTH BOULEVARD, THE CENTER WHICH BEARS NORTH 56'12'27" EAST; THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF 1,857.08 FEET, A CENTERAL ANGLE OF 0'24'02 "AND AN ARC LENGTH OF 12.96 FEET; THENCE CONTINUING ALONG SAID MARGIN NORTH 33'17'31" WEST, A DISTANCE OF 90.42 FEET; THENCE NORTH 56'42'29" EAST, A DISTANCE OF 208.02 FEET; THENCE SOUTH 48'03'20" EAST, A DISTANCE OF 105.54 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 3 OF RENTON LOT LINE ADJUSTMENT NUMBER 008 -86 AS RECORDED UNDER RECORDING NUMBER 8806299001). TOGETHER WITH AN EASEMENT FOR INGRESS AND EGESS OVER THE NORTHWESTLY 10 FEET OF THE SOUTHWEST'LY 60 FEET OF THE SOUTHEASTERLY20 FEET OF LOT 9, BLOCK 1, MORGANS'GRAND VIEW ADDITION TO THE CITY OF RENTON, ACCORDING TO THE THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. NAVD 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' BENCHMARKS: DESCRIPTION: CITY OF RENTON POINT NO. 418 THE INTERSECTION MONUMENT AND CASE AT SOUTH 7TH STREET AND RENTON AVENUE SOUTH. TOP OF THE BRASS PIN IN THE TOP OF THE CONCRETE MONUMENT. ELEVATION: 305.806 FEET S- 3I180I INDEX OF SHEETS SHEET 1 COVER SHEET AND DESIGN PLAN SHEET 2 PROFILE, NOTES, AND DETAILS 7 COVER SHEET i of 2 AEC x#0324 ���i ®�® SCANNED NOV - 7 2003 0 S 6TH ST 1 TH CT J 1, !S \ ` rs♦ \ 64TE PARR - MCINITY MAP N.T.S. 4 1 GRAPHIC SCALE 10 9 10 20 40 1 IIW'-'y = 20 PT. r At : r r NOW .. . O xVE 's1' 9. 1 RD St `Y^.. -�- +....r%...e..: -_ gin• -.-»r. �.. ns.!y.'.+s'rv...- . -,�.- PARCEL A. LOTS 5 AND 6 BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 18 OF PLATS. PAGE (S) 74, IN KING COUNTY, WASHINGTON. SUBJECT TO AN EASEMENT RESERVED BY THE GRANTORD FOR THE BENEFITS OF LOTS 3AND 4, BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON FOR INGRESS, EGRESS AND DRIVEWAY PURPOSES OVER AN EXISTING ASPHALT DRIVEWAY, APPROXIMATELY 11 FEET IN WITH ON LOTS 5 AND 6. THE EASEMENT SHALL BE MAINTAINED BY THE OWNERS OF LOT 3 AND 4 PROVIDED NO IMPROVEMENTS AND ALTERATIONS SHALL BE MADE TO THE DRIVEWAY / EASEMENT WITHOUT THE APPROVEL OF THE OWNERS OF LOT 5 AND 6, WHICH SHALL NOT BE UNREASONALY WITHHELD, AND SUBJECT TO THE DEED OF TRUSTRE CORDED ON JULY 29, 1994 UNDER KING COUNTY RECORDER'S NUMBER 9407291865 WHICH THE GRANTORS AGREE TO PAY ACCORDING TO ITS TERMS AND HOLDTHE GRANTEES HARMLESSS THEREON. PARCEL B; A PORTION OF LOTS 7. 8, AND 9, BLOCK 1 MORGAN'S GRAND VIEW ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF, PECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. AND A PORTION OF THE HENERY H. TOBIN'S DONATION LAND CLAIM 37, DESCRIBED AS FOLLOWS; COMMENCING AT THE INITIAL POINT OF MORGAN'S GRAND VIEW ADDITION TO THE CITY OF RENTON, AND THE NORTHWEST CORNER OF HIGH STREET; THENCE SOUTH 88'31'01" EAST, A DISTANCE OF 40.00 FEET ALONG THE NORTH LINE OF HIGH STREET; THENCE NORTH 48'03'02" WEST A DITANCE OF 86.72 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 56'24'29" WEST A DISTANCE OF 124.37 FEET; THENCE SOUTH 55'05'47" WEST A DISTANCE OF 110.2 FEET TO A POINT ON THE NORTHWESTERLY MARGIN OF BEACON WAY SOUTH BOULEVARD, THE CENTER WHICH BEARS NORTH 56'12'27" EAST; THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF 1,857.08 FEET, A CENTERAL ANGLE OF 0'24'02 "AND AN ARC LENGTH OF 12.96 FEET; THENCE CONTINUING ALONG SAID MARGIN NORTH 33'17'31" WEST, A DISTANCE OF 90.42 FEET; THENCE NORTH 56'42'29" EAST, A DISTANCE OF 208.02 FEET; THENCE SOUTH 48'03'20" EAST, A DISTANCE OF 105.54 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 3 OF RENTON LOT LINE ADJUSTMENT NUMBER 008 -86 AS RECORDED UNDER RECORDING NUMBER 8806299001). TOGETHER WITH AN EASEMENT FOR INGRESS AND EGESS OVER THE NORTHWESTLY 10 FEET OF THE SOUTHWEST'LY 60 FEET OF THE SOUTHEASTERLY20 FEET OF LOT 9, BLOCK 1, MORGANS'GRAND VIEW ADDITION TO THE CITY OF RENTON, ACCORDING TO THE THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. NAVD 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' BENCHMARKS: DESCRIPTION: CITY OF RENTON POINT NO. 418 THE INTERSECTION MONUMENT AND CASE AT SOUTH 7TH STREET AND RENTON AVENUE SOUTH. TOP OF THE BRASS PIN IN THE TOP OF THE CONCRETE MONUMENT. ELEVATION: 305.806 FEET S- 3I180I INDEX OF SHEETS SHEET 1 COVER SHEET AND DESIGN PLAN SHEET 2 PROFILE, NOTES, AND DETAILS 7 COVER SHEET i of 2 AEC x#0324 ���i ®�® SCANNED NOV - 7 2003 0 t �d O U) 0 Q V? UW � JX Z Lj � LLJ V I L.LJ z LLJ 00 O F- >_ Z Z fr Ljj < W Z Li Q Q Q. a� D r-1 �- �../ 0 crt c v O 72 yN U z 0 V b N z z 0i ASV �Z_j i BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO E- 8 r 1/20-0. 1 /8 O.D. ZERO iz r C 3/4 O.D. 1 /2 O.D. 1/8 O.D. z � 3 0 = :40 w 1 z H O U) 0 Q V? UW � JX Z Lj � LLJ V I L.LJ z LLJ 00 O F- >_ Z Z fr Ljj < W Z Li Q Q Q. a� D r-1 �- �../ 0 crt c v O 72 yN U z 0 V b N z z 0i ASV �Z_j i r� > Ji Y 335 335 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ❑❑ O ❑Q ❑a - X1/2.. O❑❑ 000 RAISE-1/2" WIDE BORDER 1" 1 i1" IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36, 12 "0 FIBER PACKII 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER N. T. S. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. American Engineers Planners Surveyors REC M M D F APPROVAL Engineering 4032 148th Ave. N.E. BY: _ DATE: Redmond, WA 98052 .S Corporation ., BY: - DATE: -- _ -- BY: DATE: PHONE (425) $81-74,30 Fax (425) 881 - 7731 - -= - © BY: DAtE: z File path do Name F' Pool,, 01'4 1rn tnpipr +v ` 1?w � 1 03'4M1 dw ?( "41" Qi 4 ? �C ''M nTtr CONCRETE CLASS 3000 5/4" BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) -- FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) LIMITS OF PIPE ZONE W (SEE NOTE 4) LIMITS OF PIPE ZONE B (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE moo.. GRAPHIC SCALE 5 0 5 10 20 1 INCH = 10 Ff. HORIZONTAL 2.5 0 2.5 5 10 1 INCH - 5 Ff. VERTICAL 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_ SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIL LING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. - BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO • 8 1/4 O.D. 1/20-0. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1 /2 O.D. 1/8 O.D. z - 1 Q r� > Ji Y 335 335 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ❑❑ O ❑Q ❑a - X1/2.. O❑❑ 000 RAISE-1/2" WIDE BORDER 1" 1 i1" IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36, 12 "0 FIBER PACKII 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER N. T. S. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. American Engineers Planners Surveyors REC M M D F APPROVAL Engineering 4032 148th Ave. N.E. BY: _ DATE: Redmond, WA 98052 .S Corporation ., BY: - DATE: -- _ -- BY: DATE: PHONE (425) $81-74,30 Fax (425) 881 - 7731 - -= - © BY: DAtE: z File path do Name F' Pool,, 01'4 1rn tnpipr +v ` 1?w � 1 03'4M1 dw ?( "41" Qi 4 ? �C ''M nTtr CONCRETE CLASS 3000 5/4" BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) -- FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) LIMITS OF PIPE ZONE W (SEE NOTE 4) LIMITS OF PIPE ZONE B (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE moo.. GRAPHIC SCALE 5 0 5 10 20 1 INCH = 10 Ff. HORIZONTAL 2.5 0 2.5 5 10 1 INCH - 5 Ff. VERTICAL 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_ SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIL LING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. - • A = 4" MIN. 27" I.D. AM UNDER 6" MIN. OVER 27" I.D. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDINGFOR SANITARY SEWER N. T. S. DLL .192 SANITARY SYSTEM SEWER NOTES 1. ALL WORK MATERIALS SHALL BEN Cx WORMANCE rr TM THE STANDARDS AND SPE011FICATION'S OF THE CITY OF RENTON UTILJT`r DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HODURS OF WORK N THE STREET RIGHT OF WAY SHALL BE LOM70 TO & 30 A_M, TO 3- 30 P-M. ON WEEKDAYS UNLESS OTHU MSE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES. PARTIAL, OR FULL. SMALL BE APPROVED BY THE PLAMING/BUILDNG/PUBLIC WORKS DEPARTMENT T2 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK IN THE RIGHT OF WAY_ 3. ALL CONSTRUCTION SHALL BE N ACCORDANCE MTN 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROMMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE- OUR 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 1MLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS N 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. PUBLIC WORKS DEPARTMEENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N 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 MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXNUtiM 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 NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON. NAVD 88. 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 NECESSARY 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 D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 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. PROPERTY LINE Z_ 6'_0,. FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER • TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING Li z_ 2 "x 4" STUD SERVICE MARKER PAINT UPPER -' PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Li AND X16 WIRE WRAPPED AROUND THE STUD AND No EXTENDED TO THE TOP OF THE STUD. 0L CL UNLESS OTHERWISE APPROVED Bl THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED v� N 8�'O G 27. MIN SLOPE 6" SIDE OUTLET TEE f SEWER MAIN WER MAIN 6" MIN. SE CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION 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. STANDARD SIDE SEWER INSTALLA11ON (SEWER MAIN TO PROPERTY LINFa N. T. S. 1 • �11 PROFILE, NOTES AND � � DETAILS, 2 OF 2 AEC #0324 v� EXPIRES 05 -07-2005 1 ..♦ � � rat SCANNED NOV • 7 2003 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO • 8 1/4 O.D. 1/20-0. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1 /2 O.D. 1/8 O.D. O.D. - • A = 4" MIN. 27" I.D. AM UNDER 6" MIN. OVER 27" I.D. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDINGFOR SANITARY SEWER N. T. S. DLL .192 SANITARY SYSTEM SEWER NOTES 1. ALL WORK MATERIALS SHALL BEN Cx WORMANCE rr TM THE STANDARDS AND SPE011FICATION'S OF THE CITY OF RENTON UTILJT`r DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HODURS OF WORK N THE STREET RIGHT OF WAY SHALL BE LOM70 TO & 30 A_M, TO 3- 30 P-M. ON WEEKDAYS UNLESS OTHU MSE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES. PARTIAL, OR FULL. SMALL BE APPROVED BY THE PLAMING/BUILDNG/PUBLIC WORKS DEPARTMENT T2 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK IN THE RIGHT OF WAY_ 3. ALL CONSTRUCTION SHALL BE N ACCORDANCE MTN 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROMMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE- OUR 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 1MLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS N 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. PUBLIC WORKS DEPARTMEENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N 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 MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXNUtiM 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 NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON. NAVD 88. 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 NECESSARY 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 D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 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. PROPERTY LINE Z_ 6'_0,. FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER • TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING Li z_ 2 "x 4" STUD SERVICE MARKER PAINT UPPER -' PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Li AND X16 WIRE WRAPPED AROUND THE STUD AND No EXTENDED TO THE TOP OF THE STUD. 0L CL UNLESS OTHERWISE APPROVED Bl THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED v� N 8�'O G 27. MIN SLOPE 6" SIDE OUTLET TEE f SEWER MAIN WER MAIN 6" MIN. SE CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION 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. STANDARD SIDE SEWER INSTALLA11ON (SEWER MAIN TO PROPERTY LINFa N. T. S. 1 • �11 PROFILE, NOTES AND � � DETAILS, 2 OF 2 AEC #0324 v� EXPIRES 05 -07-2005 1 ..♦ � � rat SCANNED NOV • 7 2003