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HomeMy WebLinkAboutzS-2295Setn, a` 'S j Vv I 0 { U) a- a- W= V Cf) Q O W O W I W X n >< Z Q Q M _j z Q (n oN 7 �a ( r Ld a �E �N a� e' a TwR g SANITARY SEWER NOTES & SPECIFICATIONS 1. All work materials shall be in conformance with the standards and specifications of the City of Renton and the latest edition of the WSDOT /APWA Standards and Specifications, 2. The hours of work in the street right -of -way shall be limited to 8:30 a.m, to 3:30 p.m. on weekdays unless otherwise approved in writing by the Transportation Division at 277 -6222. All street closures, partial or full, shall be approved by the Transportation Division 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. 3. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractors responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the City Inspector 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Development Services Division, shall take precedence over all other plans. 34 33i 33: 327 32, 32( 31( � 3 a g DATUM Ed P �J 10.00 a 6 a Q M w 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the, QIty of Renton with an as- built drawing of the Sanitary s&eigr system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11, Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 12. Open out road crossings for utility trenches on existing traveled roa -' oy shall be backfilled with crushed rock and mechanically c- ipacted. Cu, into the existing asphalt shall be neatline 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, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation In accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include 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 ASTMD 3034, SDR 35, or ductile iron class 50. 17. In unimproved areas. manhole to extend minimum 6 inch and AUSZN WTATM CITY OF RENTON SHORT PLAT NUMBER LUA- 95- 171,SHPL FOR KEITH MENGES IN THE N.F. 1/4 OF THE S.E. 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON, OWNER KEITH M. MENGES 1825 EDMONDS AVE. N.E. RENTON WA. 98056 (206) 228 -0482 PROJECT OR DEVELOPMENT NAME: AUSTIN ESTATES OR SHORT PLAT NO. LUA- 95- 171,SHPL PROPERTY ADDRESS: 1825 EDMONDS AVE N.E. RENTON WA. 98056 KING COUNTY ASSESSOR'S ACCOUNT NUMBER: 334390 -0202 GRAPHIC SCALE o ( IN FEET ) I inch = 40 1t. 1 0 1 1 +00 J m I NOTE: 1+uu o +uu 4 +UO SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF EXISTING UTILITIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Z MARKINGS ESTABLISHED AND MARKED BY UTILITY LOCATORS. 0 HORZ. 1" = 40' VERT. 1" = 10' NOTE 5 +00 6 +00 BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. City Elevation 101.368 Meters NAD 1983 Survey Elevaton 328.99 feet. 7 +00 2 130.03' S 89'20'07" W 646.46' maximum 18 inch above finished grade. In paved area, cover -ON. IN CASE - �@ _ _ _ _ _ ._© 282.59' > 6" SS STUB �n< RIM334.70 I a` N 57579.422m 1 E 398134.699m N.E. 20TH STREET °w o 7102.23m S 89'20'07" W - - - - - _ - I- - 22.58 S STA: 0+16.28 . ' C _ w z o I I I I INVERT IN 327.3801 PIPE 252.46' S 89.38'49" W I I I I I C = 3z o ml a I OFFSET: 14.60 L 5 W g X w ii o aro O w I I I II 3� N� w �* HOME 1 �� MN npNj �-- - - - - - - - -- F ^N N 7825 1 0 NM I I 3 I°' N 3rd ° °u) o Menges MM =N �M�?O J Nj OtOFO 3 c N .- Nai oin s o n as 0I iv 3o ° z wl a. ml l o ° I z ST 5 +23 2L #3 I FF 335 < .n - cK 3NQKmi=ow> : > �rn�zz RIM333.81 HOME �M :aJ Nn ? N 89'34'08" E 152.49' t z N INVERT IN 325.1214 PIPE INVERT OUT 325 L. Edwards .0214 PIPES -I I I N y a +^"- °Na_a_ viKind wz STA: 5 +26.35 L 340 rn NEW WATER MAIN 122.49' STA: 5 +27.61 OFFSET: 6.0 L - 0 oFFSEr: o.DO R 6' SS STUB INV 325.2 I p + A u s" SS STUB ° N 89'20'07" 113.10' I °° m u INV 328.4' 1 0 1 1 +00 J m I NOTE: 1+uu o +uu 4 +UO SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF EXISTING UTILITIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Z MARKINGS ESTABLISHED AND MARKED BY UTILITY LOCATORS. 0 HORZ. 1" = 40' VERT. 1" = 10' NOTE 5 +00 6 +00 BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. City Elevation 101.368 Meters NAD 1983 Survey Elevaton 328.99 feet. 7 +00 2 130.03' S 89'20'07" W 157.04 i maximum 18 inch above finished grade. In paved area, cover 1 +24.09 z OFFSET: 12.50 R o z rn SEW 48" MH #2 TA2 +15 2L SEW 48 MH #4 TA6 +90 5R > 6" SS STUB �n< RIM334.70 I a` Fq R',ilrt {; 1j- INV. 320.75' m wN INVERT IN 323.7894 PIPE ° 't Nrn 3 ' INVERT OUT 323.6894 PIPE N I must slope in all directions to match paving. S STA: 0+16.28 . ' C . - - - -� : .07 N I OFFSET: 15,07 R w Lo �6" SS STUB A a 3 INV. 319.0' ®2.0% TYP. - - - INVERT IN 327.3801 PIPE 252.46' S 89.38'49" W I o STA: 4 +82.43 LEN 164.54 _ ABOOSAIDI SHORT PLAT a SAN. SEWER PLAN # S -2191 OFFSET: 14.60 L 5 Q, o w SLOPE0.0040ft /ft 3 - �j DIABin.PVC !� w ii o aro O w uy 70 N� w �* HOME 1 �� MN npNj ed O N ^N N 7825 1 0 NM Z -ZO K OJ °©Z ° °u) o Menges MM =N �M�?O J Nj OtOFO 3 c o in7 °I m o° FF 339' Jge �' N A .- Nai oin �N M~' °n?o a +"i' -i- Q � yon- o�� x N O M .n - cK 3NQKmi=ow> : > �rn�zz 3 �M :aJ Nn ? N 89'34'08" E 152.49' t z N ?Wa , NV. 324.3' nmi2g a +^"- °Na_a_ viKind wz � 340 N 89'2007" E NEW WATER MAIN 122.49' iVl 4 130.03' o TS A: 3 +65.49 OFFSET: 12.50 R N MON. IN CASE STA: 3 +66.91 0 6" SS STUB I °8 'n N 57441.907m- OFFSET: 13.45 L INV. 324.1' a E 398133.411m „°_; 6" SS STUB ao STA: 3 +57.96 m f Z 104.29m 328 INV. 324.1' J �OFF5ET; 66.75 SS STUBR N.E. 19TH ST. 130.02 INV. 325.9' N FILL N 252 49' - - - 12 ATER r - - - ft DIA81n.PVC PI E ft Si-ur DIABR .7V7_ 0 N M 0 o N M M M a M M vi M M in M M .f M M < M M MM1 M oil M M M M M M t7 M M M 1 0 1 1 +00 J m I NOTE: 1+uu o +uu 4 +UO SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF EXISTING UTILITIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Z MARKINGS ESTABLISHED AND MARKED BY UTILITY LOCATORS. 0 HORZ. 1" = 40' VERT. 1" = 10' NOTE 5 +00 6 +00 BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. City Elevation 101.368 Meters NAD 1983 Survey Elevaton 328.99 feet. 7 +00 SEW 48" MH #1 STAO +94 2L RIM327.50 INVERT IN 319.2500 PIPE INVERT OUT 319.1500 PIPE STA: 0 +93.99 OFFSET: 0.00 R I N 89'38'49" E RIVATE SAN. FIRE HYD 15' 10' (P SE R ESM'T. I I >' F- STA: 3 +13.6 I aw OFFSET: 12.0 R I� vaa 6„ 5324.5' -IO2.. % TYPI ZW o 'J FF 3321 I J U 3 I 0 I aI m 'N�v'Gi HNMr` m N FF 33T IF 3401 III 3 01 I 0 � F w f�{ n N rNj +F; FF 336 M° o I- J rn fit- J w Z ° I I 3 0 I � Z tO- �pZwu- STA: 2 +12.09 Z OFFSET: 0.00 R w LEN 115.50' S OPEO,0385ft/ t I I I in SEW EX. CO TO BE REMOVED o! TBM exsisting square in cone. drive on OR RIM325.88 BEN T J, .� NE corner of Edmonds Ave. N.E. and N.E. 18th ST. INVERT IN 318.65 PIPE 1 yqS e r� City NG 13 C Elev. 343.27 feet. Survey Elev 343.38 feet 0 Hf ` TOP OF EX PIPE 3 �Q4'c 0 N 57361.594m SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. E 398048.853m ~ o y Z 98. 39m N r-° BRIAN SLEIGHT, PE GODDARD & ASSOCIATES NOTE: l i, m 32235 <.� 17927 Military Road S. IRVING B. GODDARD P.L.S. This Survey ISTING UTILITY EASEMENT MIc, SF LNG t31�� Se a Tod, WA 98188 eta the use of a was CTS 3Dn electrondc with RECORDED NO. 9509220834 0 �ISTEa �' 27005 189th AVE. S.E. P 242 6305 - ZONAL C KENT WA. 98042 � �Il- 1rsr6m totnlstatlon and a T ➢S -46GX data collector, EXISTING 6" PVC PIPE ® 0.5% ---r{I c5 EXPIRES 5/30/1998 n t LAND (206) 630 -5755 SAN. SEWER PLAN 5 -2191 j V s ROLL'149 067 - DI 8in.P C - - - - - - N M 2 130.03' S 89'20'07" W 157.04 i -L 1 +24.09 z OFFSET: 12.50 R o z rn SEW 48" MH #2 TA2 +15 2L SEW 48 MH #4 TA6 +90 5R > 6" SS STUB �n< RIM334.70 I a` Fq R',ilrt {; 1j- INV. 320.75' m wN INVERT IN 323.7894 PIPE ° 't Nrn 3 ' INVERT OUT 323.6894 PIPE N I RIM336.78 S STA: 0+16.28 . ' C . - - - -� : .07 N I OFFSET: 15,07 R w Lo �6" SS STUB A 'FTf Y� \TF 3 INV. 319.0' ®2.0% TYP. - - - INVERT IN 327.3801 PIPE 252.46' S 89.38'49" W I o STA: 4 +82.43 LEN 164.54 _ ABOOSAIDI SHORT PLAT INVERT OUT 325.7800 PH SAN. SEWER PLAN # S -2191 OFFSET: 14.60 L 5 Q, o w SLOPE0.0040ft /ft 3 - �j DIABin.PVC !� 3 6" SS STUB '0 6" SS STUB `f�° II -INV 328.3' INV. 324.6' N� w �* HOME 1 �� S 89'20'07" W N 7825 1 0 I� a 130.03' v o Menges 3 3 c o in7 °I m o° FF 339' Jge �' N A I N a STA: 4 +24.59 Q � STA- 4 +32.27 M ai OFFSET: 12.86 L o OFFSET: 4.53 R 3 °o 6" SS STUB N 89'34'08" E 152.49' t -{ � NV. 324.3' 340 N 89'2007" E NEW WATER MAIN 122.49' 4 130.03' o TS A: 3 +65.49 OFFSET: 12.50 R N MON. IN CASE STA: 3 +66.91 0 6" SS STUB I °8 'n N 57441.907m- OFFSET: 13.45 L INV. 324.1' a E 398133.411m „°_; 6" SS STUB ao STA: 3 +57.96 m f Z 104.29m 328 INV. 324.1' J �OFF5ET; 66.75 SS STUBR N.E. 19TH ST. 130.02 INV. 325.9' N N 252 49' - - - SEW 48" MH #1 STAO +94 2L RIM327.50 INVERT IN 319.2500 PIPE INVERT OUT 319.1500 PIPE STA: 0 +93.99 OFFSET: 0.00 R I N 89'38'49" E RIVATE SAN. FIRE HYD 15' 10' (P SE R ESM'T. I I >' F- STA: 3 +13.6 I aw OFFSET: 12.0 R I� vaa 6„ 5324.5' -IO2.. % TYPI ZW o 'J FF 3321 I J U 3 I 0 I aI m 'N�v'Gi HNMr` m N FF 33T IF 3401 III 3 01 I 0 � F w f�{ n N rNj +F; FF 336 M° o I- J rn fit- J w Z ° I I 3 0 I � Z tO- �pZwu- STA: 2 +12.09 Z OFFSET: 0.00 R w LEN 115.50' S OPEO,0385ft/ t I I I in SEW EX. CO TO BE REMOVED o! TBM exsisting square in cone. drive on OR RIM325.88 BEN T J, .� NE corner of Edmonds Ave. N.E. and N.E. 18th ST. INVERT IN 318.65 PIPE 1 yqS e r� City NG 13 C Elev. 343.27 feet. Survey Elev 343.38 feet 0 Hf ` TOP OF EX PIPE 3 �Q4'c 0 N 57361.594m SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. E 398048.853m ~ o y Z 98. 39m N r-° BRIAN SLEIGHT, PE GODDARD & ASSOCIATES NOTE: l i, m 32235 <.� 17927 Military Road S. IRVING B. GODDARD P.L.S. This Survey ISTING UTILITY EASEMENT MIc, SF LNG t31�� Se a Tod, WA 98188 eta the use of a was CTS 3Dn electrondc with RECORDED NO. 9509220834 0 �ISTEa �' 27005 189th AVE. S.E. P 242 6305 - ZONAL C KENT WA. 98042 � �Il- 1rsr6m totnlstatlon and a T ➢S -46GX data collector, EXISTING 6" PVC PIPE ® 0.5% ---r{I c5 EXPIRES 5/30/1998 n t LAND (206) 630 -5755 SAN. SEWER PLAN 5 -2191 j V s ROLL'149 067 - DI 8in.P C - - - - - - N M N 89'38'49" E OFFSET: 15.00 R 3 0° STA: I 1 +24.09 z OFFSET: 12.50 R o z rn SEW 48" MH #2 TA2 +15 2L I�IR COMMENDED > 6" SS STUB �n< RIM334.70 I a` Fq R',ilrt {; 1j- INV. 320.75' m wN INVERT IN 323.7894 PIPE ° 't Nrn 3 ' INVERT OUT 323.6894 PIPE N I •� S STA: 0+16.28 . ' C . - - - -� : .07 N I OFFSET: 15,07 R w Lo �6" SS STUB A 'FTf Y� \TF 3 INV. 319.0' ®2.0% TYP. - - - e4) BY - 252.46' S 89.38'49" W I BE_ �-- Y 3 ABOOSAIDI SHORT PLAT SAN. SEWER PLAN # S -2191 N 89.57'38" E 252.43' SANITARY SEWER PLAN MENGE_S2,9 WG L\ kn CIN N 6 0 N Ws m G Y >n 4 �I d a �I s� d I ul W Cni SANITARY SEWER NOTES &SPECIFICATIONS o j 1. All work materials shall be in conformance with the a\ I.. - standards and specifications of the City of Renton and the latest edition of the WSDOT /APWA Standards and GODDARD & ASSOCIATES IRVING B. GODDARD P.L.S. 27005 189th AVE. S.E. KENT WA. 98042 (206) 630 -5755 Specifications. LI IyJ i 2. The hours of work in the street right -of -way shall be - limited to 8:30 a.m. to 3:30 p.m. on weekdays unless (� otherwise approved in writing by the Transportation Division Z:) at 277 -6222. All street closures, partial or full, shall be. by the Transportation Division 24 hours in odvoi>e. LL_ I"- : approved The Police Department, Fire Department, and 911 shall be J V) ! notified 24 hours in advance. W Z Q POWER & C 12" be in "Standard :V � 3. �"'- All construction shall accordance with Specifications for Municipal Public Works Construction" (n V Cq C) (n ! 1 --) ! prepared by Washington State chapter American Public W,rks Association, latest edition (APWA) and City of Renton wQ m Standard Specifications. Z � vi0) � 4. I N All locations of existing utilities shown are approximate to verify f- d- W (n Q and it shall be the contractor's responsibility the true and correct location so as to avoid damage or I N I M W I N disturbance. Qj M N 5. A preconstruction conference and a 24 hour notice shall be J required prior to starting new construction. It shall be � - - - - -- the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be by representative of the City of Renton.) It ~ accomplished a shall be the contractor's responsibility to notify the City Z Inspector 24 hours in advance of backfilling all Q 46' construction. N - - - / STA: 3 +60.60 rj OFFSET: 12.99 R Ida 6. Contractor is solely responsible for the means, methods and 1 - 6" SS STUB III sequences of construction and for the safety of workers and r,i - - LO N 57441.907m INV. 324.1' others on the construction site. a° 7. It shall be the responsibility of the contractor to obtain o a street use and any other related permits prior to any m 1 construction. Z 3Q 8. Plans approved by the City of Renton, Development Services 0 O 111 1 252.49' Division, shall take precedence over all other plans. w li W 1 H Z a' a s� 0 S*A 'L� d, roy 8 SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. E GODDARD & ASSOCIATES IRVING B. GODDARD P.L.S. 27005 189th AVE. S.E. KENT WA. 98042 (206) 630 -5755 NOTE: This Survey was performed In the field with the use of a TDPCDN CTS 3D electronic totalstation and a TDS -48GX data collector. LI .E - - a0 I .78 RIM336.78 INVERT IN 326.22 PIPE d 34C i yy� 33C 1 N I i N Oil , rn i 3 Ci Z n S «a Axex �0 ? 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an as- built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 oercent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after 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, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include 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 ASTMD 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. le + gggg Ram ADS' M ]=AM CITY OF RENTON SHORT PLAT NUMBER LUA- 95- 171,SHPL FOR KEITH MENGES IN THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON. OWNER KEITH M. MENGES 1825 EDMONDS AVE. N.E_ RENTON WA. 98056 (206) 228 -0482 PROJECT OR DEVELOPMENT NAME- AUSTIN ESTATES OR SHORT PLAT NO. LUA- 95- 171,SHPL PROPERTY ADDRESS: 1825 EDMONDS AVE N.E. RENTON WA_ 98056 KING COUNTY ASSESSOR'S ACCOUNT NUMBER: 334390 -0202 GRAPHIC SCALE w o m b eo (IN I=) . 1 inch = 40 ft MON. IN CASE S 89'20'07" W 646.46' - - N 57579.422m - 282.59' w 1 E 398134.699m -�- - - ! - - - ° 1 N.E. 20TH STREET 02.23m o Z W S 89'20'07" W z - - - - -- -- - -1 - -- 22.58' - - - - -- 0 m a l o 1 I I ^31 Z cO w 2 w 3~ 3 I I z d +DD 1 +00 2 +UU -.1 HORZ. 1" = 40' VERT. 1" = 10' NOTE: SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. NOTE: BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF City Elevation 101.368 Meters NAD 1983 EXISTING U71UTIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Survey Elevaton 328.99 feet. MARKINGS ESTA13USHED AND MARKED BY UTILITY LOCATORS. a W 1 TBM exsisting square in conc. drive on NE corner of Edmonds Ave. N.E. and N.E. 18th ST. City Elev. 343.27 feet. Survey Elev 343.38 feet s� 0 S*A 'L� d, roy 8 SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. 9814 f4LtLk9D GODDARD & ASSOCIATES IRVING B. GODDARD P.L.S. 27005 189th AVE. S.E. KENT WA. 98042 (206) 630 -5755 NOTE: This Survey was performed In the field with the use of a TDPCDN CTS 3D electronic totalstation and a TDS -48GX data collector. d +DD 1 +00 2 +UU -.1 HORZ. 1" = 40' VERT. 1" = 10' NOTE: SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. NOTE: BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF City Elevation 101.368 Meters NAD 1983 EXISTING U71UTIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Survey Elevaton 328.99 feet. MARKINGS ESTA13USHED AND MARKED BY UTILITY LOCATORS. a I 1 TBM exsisting square in conc. drive on NE corner of Edmonds Ave. N.E. and N.E. 18th ST. City Elev. 343.27 feet. Survey Elev 343.38 feet 0 S*A 'L� d, roy /RJJ SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. 9814 f4LtLk9D GODDARD & ASSOCIATES IRVING B. GODDARD P.L.S. 27005 189th AVE. S.E. KENT WA. 98042 (206) 630 -5755 NOTE: This Survey was performed In the field with the use of a TDPCDN CTS 3D electronic totalstation and a TDS -48GX data collector. LI OFFSET: L - - .78 RIM336.78 INVERT IN 326.22 PIPE - NVERT OUT 325.97 PIPE POWER & C 12" )MM. VATER 1 f _I LEN 305 3y SLOPE a /e MA &L PVC EX PIPE L M IGZI'r AM E O.00011/ft 1M TL PW IX SLOPE OIA PIPE /Vt PVC � - - - - -- N 89'34'08" E 152.49' 1 3111 II I NEW WATER MAIN 122.49 IE11 0 SLOPE 0. 46' DFAW _M - - - / STA: 3 +60.60 rj OFFSET: 12.99 R Ida 10 N \ MON. \ IN CASE 1 - 6" SS STUB III r,i - - LO N 57441.907m INV. 324.1' n SANITARY SEWER ESM'T. f o m a a ci N.E. 19TH ST. I IyI / FIRE HYD 111 1 252.49' , 15' VA AN. E d +DD 1 +00 2 +UU -.1 HORZ. 1" = 40' VERT. 1" = 10' NOTE: SEE SHEET 3A OF 5 FOR MANHOLE, FILTER FENCE, AND DITCH DETAILS. NOTE: BM Monument Number 369 centerline of Edmonds Ave. N.E. and 185' North of N.E. 20th St. GODDARD AND ASSOCIATES DOES NOT ASSUME ANY RESPONSIBILITY FOR ACTUAL PHYSICAL LOCATION OF City Elevation 101.368 Meters NAD 1983 EXISTING U71UTIES AS SHOWN ON THIS DRAWING. DATA SHOWN ON THIS DRAWING IS BASED ON PAVEMENT Survey Elevaton 328.99 feet. MARKINGS ESTA13USHED AND MARKED BY UTILITY LOCATORS. a II SEW 48" MH /3 STA: 5 +17.72 OFFSET: 0.00 RIM 33254 INVERT IN 325.21'PIPE INVERT OUT 325.06'PIPE II SANITARY SEWER ESM'T. RECORDING No. ° N 89'20'07" E 2 130.03' STA: 4+77.53 OFFSET: 13.00 L s 6" SS STUB INV. 324.6' S 89'20'07" W 3 130.03' 3 N STA: 4 +21.67 M OFFSET: 13.00 L o IN SS STUB INV. 324.3' T 340 N 89'20'07" E 4 130.03' d, STA: 3 +62.02 OFFSET: 13.01 1_7_-�, 6" SS STUB 328 INV. 324.1' 130.02' N 89 38'49" E SANITARY SEWER ES T. RECORDING No. 03 IFF 3321 ZW a�N >I i I I 13 �! 0 CD Z l L_ I FF 336 SEW 48" MH STA: 0 +94.46 OFFSET: 0.00 R----_ RIM 326.84' \ INVERT IN 319.12' PIPE INVERT OUT 319.04 PIPE SEW EX CO 1 REMOVED E RIM325.88 INVERT IN 318.65 PIPE TOP OF EX PIPE N 57361.594m 3I E 398048.853m Z 98.39m cv I r N � EXISTING UTILITY EASEMENT RECORDED NO. 9509220834 O EXISTING PVC PIPE O SAN. SEWER PLAN # 5 -2191 191 �L -I}IL � I 1 = 1 SANITARY SEWER RECORDING No. stn. } N 89'3749" E SEWER ESM'T. I No. 0 +14.26 T. 13.05 R 31C, a �I� N M ao_ N z O I 3a x o O w I- 0 °o_ I o v' `JjI FF 335 n I N HOME I + o L Edw d � 0 � or S < L- m In I 1 TBM exsisting square in conc. drive on NE corner of Edmonds Ave. N.E. and N.E. 18th ST. City Elev. 343.27 feet. Survey Elev 343.38 feet 0 S*A 'L� d, roy /RJJ SEE SHEET 4 OF 5 FOR TIE TO CONT. MON. 1837, 269 & 57. 9814 f4LtLk9D GODDARD & ASSOCIATES IRVING B. GODDARD P.L.S. 27005 189th AVE. S.E. KENT WA. 98042 (206) 630 -5755 NOTE: This Survey was performed In the field with the use of a TDPCDN CTS 3D electronic totalstation and a TDS -48GX data collector. �� 5 -14 -1999 OFFSET: L II SEW 48" MH /3 STA: 5 +17.72 OFFSET: 0.00 RIM 33254 INVERT IN 325.21'PIPE INVERT OUT 325.06'PIPE II SANITARY SEWER ESM'T. RECORDING No. ° N 89'20'07" E 2 130.03' STA: 4+77.53 OFFSET: 13.00 L s 6" SS STUB INV. 324.6' S 89'20'07" W 3 130.03' 3 N STA: 4 +21.67 M OFFSET: 13.00 L o IN SS STUB INV. 324.3' T 340 N 89'20'07" E 4 130.03' d, STA: 3 +62.02 OFFSET: 13.01 1_7_-�, 6" SS STUB 328 INV. 324.1' 130.02' N 89 38'49" E SANITARY SEWER ES T. RECORDING No. 03 IFF 3321 ZW a�N >I i I I 13 �! 0 CD Z l L_ I FF 336 SEW 48" MH STA: 0 +94.46 OFFSET: 0.00 R----_ RIM 326.84' \ INVERT IN 319.12' PIPE INVERT OUT 319.04 PIPE SEW EX CO 1 REMOVED E RIM325.88 INVERT IN 318.65 PIPE TOP OF EX PIPE N 57361.594m 3I E 398048.853m Z 98.39m cv I r N � EXISTING UTILITY EASEMENT RECORDED NO. 9509220834 O EXISTING PVC PIPE O SAN. SEWER PLAN # 5 -2191 191 �L -I}IL � I 1 = 1 SANITARY SEWER RECORDING No. stn. } N 89'3749" E SEWER ESM'T. I No. 0 +14.26 T. 13.05 R 31C, a �I� N M ao_ N z O I 3a x o O w I- 0 °o_ I o v' `JjI FF 335 n I N HOME I + o L Edw d � 0 � or S < L- m In I A U ___l J S 89' 1013.10' W SEW 48" MH #4 STA: 6 +79.86 �.04' OFFSET: L - - .78 RIM336.78 INVERT IN 326.22 PIPE - NVERT OUT 325.97 PIPE f _I V HOME , , �I D I� n 1825 1 0 Menges I h4��1 16 Ia n FF 339 Jae � - - - - -- N 89'34'08" E 152.49' 1 3111 II I NEW WATER MAIN 122.49 I1 I\ - - - / STA: 3 +60.60 rj OFFSET: 12.99 R Ida 10 N \ MON. \ IN CASE 1 - 6" SS STUB III r,i - - LO N 57441.907m INV. 324.1' E 398133.411m SANITARY SEWER ESM'T. f I Z 104.29m RECORD NG No. r N.E. 19TH ST. I IyI / FIRE HYD 111 1 252.49' , 15' VA AN. E I I I SANITARY SEWER IESM I RECORDING No. a I I 1 1 l J FF 33✓3 I I Ia 3 o FF 3401 u 1I L_ Q I I 3 SANITARY SE%6 ESM'T. RECORDING No. z - � - - - -- I�a3WI o I 3 SEW 48" MH #2 STA 2 +12.43 1 Z 0.00 L RIM IM 334.82' INVERT IN 323.52' PIPE 3 INVERT OUT 323.45' PIPE I Z 3 252.46 S 89'38'49" W ABOOSAIDI SHORT PLAT SAN. SEWER PLAN # S -2191 SANITARY SEWER -N 89'57'38" E 252.43'_ - AS -BUILT n MENab.DWG `ri: �i- 2L`�sa �-r•�. v _alb., ..� IBC !,