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HomeMy WebLinkAboutzS-2956SetTir z Z U LJ m:': Z) 0 w w o z 0 W : Z m Q (> Z LI.1 Q S In f- n ® Q 3 �z U W � a U' •s m o� 9B -� a gg 3_ g £� Q O i lC 0 U C3 J y� EXIST. SSMH #1 TOP =409.7 FLOWUNE E -W tE =401.5 I �� SSMH 2 \ W/LOCKING UD�'� I I STA-- 8 +75 -DD, 5 -00 LT.\ fl 1 ecuu ux RIM = 405.83 { 1 , ii -WA LOCKING U INV IN= 393.72 I TA: +31.52, 1.11 L GRAPHIC SCALE INV OUT- 393.62 \ RIM = 403.01 2D Q 20 40 80 INV IN- 391.91 _ IN V OUT = 391.61 1 INCH =40 F1'. 32 31 30 ' I 290 FFF- 407.50 FF- 407.90 FF- 408 - 408. I ' ' ' 26 I 2 ' 4 SSMH CKING UD 1FF= 405.00 STA: 4+9.35, 1 .11' LT. FF= 409.70 .05.70 = 45.30 23 21 28 25 IW V IN =391.62 T \ FF- 40.30 FF= 409.70 FF= 409.30 24 FF= 408.50 FF= 408.10 FF-407.70 NV OU= 391.52 FF =408.90 3: 33 - FF- 4as-9O 6 0 - _ y`./ FF= 404.60 4-4 °, - - 4' 342 LF 8 PVC ss s=O_ z / 7 iq o FF= 4G4.2D / - + 1 � � � � � � I � I FF -a9 o 7D I :A ----- - - - - -- .- 34 I 20 ae 8 554H : h FF- 408.40 FF= 405.30 0 +78 W ING i - I o 1 FF= 403.80 .:' : I 1 STA:12 +o5.99, 29'M-LT. i TRACT 'D' (N.G.P.E) = 35 3g + 37 38 i I I I 18 ° " RIM-404.18 \ FF- 408.90 ' ' ' , 39 ' ' 42 -: INV OUT - 396.18 I WE-�ND'� I i FF- 409.30 i FF= 409.60 40 41 I I ' FF 403.70 I y I __- __ J FF= 410.00 FF =410.10 I T MA ``` I I FF=409.70 I FF= 409.30 I FF= 408.90 I f_ -__ I WITH 4..4. POST PAINTED AWHIN,.. F I PRDP�ED ABELED KITH LOT /) AND o +as 00 EPTH TO INV. SSMH q5 1..�. jI� - 17 70' UTILITY J 1 W OCKit LID `� 1 \ (5 f 1 I(- \..'�' ?.)� .�L I I I I i.. I'.i I FF= 404.40 EASEM NT 16 19 =403.ao SiA• 3 +77.72; 5.00-1-T. ^'� RIM 40102 -. - I FF= 402.70_ ___.__ -_ __ INV IN= 390.95 T1 INV OUT-390.85 1��11 r 102 LF 6'PVC SS 5 =2.79. 1 \- o - -_ -_ FF- 403.00 - 3 +42 TRACT 'E' RESER � No4� I I I :• 1 -• I - - - -- FF== 'ao2so FOR FUTURE DEVELOPMEN TRACT "B" LEE (BELMONT HOMES INC.) m \ \ I I DRAINAGE 4 FF 402.20 2 +66 l 12 N 33190 �v FS•Sfc STE0.EaV�2 `\/ a TONAL E i I I II - L 4 13 Ili EXPIRES 05 -07 -2003 2 +25 FF= 401.80 1� UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r i ©sue® ov�v NOTES I I I I 14 .:I 1. SEE SHEET 10 FOR SANITARY SEWER PRORLES. 2. ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE TRACT "A" tiN.G.P.E.) I I I WETLAND FF= 401.40 - I REQUIREMENT OF 29. I. 3. ALL SIDE SEWERS ARE 6' DIA. AND SHALL I I I +4a EXTEND A MINIMUM OF 6 FT. INSIDE EACH LOT. I FF=4 01.80 I I lJ I I e I y � I R APPROVAL RECOMMENDED FOR BENCHMARK -DATUM BY_ DATE: I mss® mss© W CITY OF RENTON #1937- SCRIBED -X- IN BACK OF CONC.- -.� Z WLK MARKED 'ESM.1411', :NORTH SIDE OF N.E. 4TH ST � ,/l,� BY. �_ j'r DATE:,�yfQ,7pry� �p,� 1 I I VIIU o - AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION =403.72 .I - �-`-•�"ft���- ®sue® bi I I i L ^ EX. SSMH I� NAVD 88 (CITY OF RENTON) BY DATE: Ci 1 a, - J 'TOP EL. = 396.77' 8' PVC S. INV. EL. - 388.27' 'I'2 lCJ CONTOUR INTERVAL-2 FEET BY: DATE: BOTTOM STRUCTURE EL = 38 97' I I I CONNECT WITH CITY OF I RENTON NEW 8' DI WATER I I ITYNOFTRENTONSSSMH (SEE DETAIL SHEET 11) mss® I W z EXIST. 12' CI WATER 12'x8' TEE FLxMJ I Z N 8' GATE VALVE MJ I iosi�0 ®s�0 os�® os� ©� os�® mss® mss® UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r NOTES I I I I 14 .:I 1. SEE SHEET 10 FOR SANITARY SEWER PRORLES. 2. ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE TRACT "A" tiN.G.P.E.) I I I WETLAND FF= 401.40 - I REQUIREMENT OF 29. I. 3. ALL SIDE SEWERS ARE 6' DIA. AND SHALL I I I +4a EXTEND A MINIMUM OF 6 FT. INSIDE EACH LOT. I FF=4 01.80 I I lJ I I e I y � I R APPROVAL RECOMMENDED FOR BENCHMARK -DATUM BY_ DATE: I W CITY OF RENTON #1937- SCRIBED -X- IN BACK OF CONC.- -.� Z WLK MARKED 'ESM.1411', :NORTH SIDE OF N.E. 4TH ST � ,/l,� BY. �_ j'r DATE:,�yfQ,7pry� �p,� 1 I I VIIU o - AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION =403.72 .I - �-`-•�"ft���- gg�� ,��''I I- 1J+.�� �T r NTo� ' bi I I i L ^ EX. SSMH I� NAVD 88 (CITY OF RENTON) BY DATE: Ci 1 a, - J 'TOP EL. = 396.77' 8' PVC S. INV. EL. - 388.27' 'I'2 lCJ CONTOUR INTERVAL-2 FEET BY: DATE: BOTTOM STRUCTURE EL = 38 97' I I I CONNECT WITH CITY OF I RENTON NEW 8' DI WATER I I ITYNOFTRENTONSSSMH (SEE DETAIL SHEET 11) NOT CHANNELED I W z EXIST. 12' CI WATER 12'x8' TEE FLxMJ I Z N 8' GATE VALVE MJ I UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r Z LN O J V Fn W d' m :E n (� :D O W V)= w O V) Z �Z W Q 0 (n LLJ W -J �- Z m Q Ld V') DATUM ELEV. 370.0 a wz s o 3 0 +00 �z E" a �y NWN IL rn a M rn' �O o A S !i gg � £� N i p w z 2 U E- O U) W N.E. 6th STREET SCALE: HORIZ. 1 " =40' VERT. 1 " =10' LU z S U Q NONE 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z jot A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. MINES MEMO AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— ONES 1011111101 - -��� MEMO _ice t: l�1R !��014111110,141"MIS NONE MENOMINEE �®�iONES�� MINES MEMO MINES _lltlSCf•F�__ •eT1E.7R. re7f7 EEEff0110N11II SEEN SEEN 7 ©Zwrrrs-ira'vra MENEM= ;; �' MEMO — __ ._ !PVC SS SLOPE-571 MEE O U) W N.E. 6th STREET SCALE: HORIZ. 1 " =40' VERT. 1 " =10' LU z S U Q NONE 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z jot A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— ONES - -��� MEMO _ice ®� NONE MENOMINEE �®�iONES�� MINES MEMO MINES _lltlSCf•F�__ SEEN SEEN MENEM= MEMO ONES 7 +00 6 +00 VASHON AVE. N.E. SCALE: HORIZ. 1 " =40' VERT. 1 " =10' American'. Engineers • Planners • Surveyors Engineering 4032 148th A,- N.E. Corporation Redmond, WA 98052 PHONE (425) 881 -7430 Fax (425)"E81-77,31 404 404 � 40 3 M /tl• C0J62 400 400 - aFffw 4i4 388 380 376 372 SANITARY SEWER SYSTEM NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN'10N UTIUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING / PUBUC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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 50 AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WALL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlWNG 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. 7.1T 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 DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED. IMMEDIATELY AFTER 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 ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ —y4y_4 INV O T =389.0 EXIST. S MH NOT HANNELE - CON CHAN �E (SEE IL SHEE 10) n n 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— n 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET TA I 0 I 0 I 0 121 c) SCANNED FEB 15 2002 5- W V 1� b Z o_ z Cn Q J V) it W �:D o w (n W Lr oz 0 W J Q Z m F > Z LIJ 2 � a r O O 0 E U E-I 9 ca y O $^ a Q= � $� o II f ~gam 1111 EXIST. SSMH #1 TOP= 9-7 + I FLOWUNE E-W IE =401.5 .SSMH #2 \ I I I WAOCKING UD 1 it sTA: 8 +75.00, 5.00 LT \ 406 4q ! I GPI III SSMH #3 RIM - 4°5:83 Ab ' + + I W OCKING LID / INV IN= 393.74 AS393.52 I II I STA:5 +31.52, 1.11 LT A$403 5[I,. I. 20 0 GRAPHIC SCALE NV our - -3sa �Aa393,44 i I �r I RIM= AB391,74 so L INV OUT= - _ - /- ° =T= AB 391 +G4 i nrca =ao Fr. / =30 9 8 , `` \ 3l` s �\ 9g I I I IE =34� 0m p I ' I 2-90 ' . I I I 1 I I - 98 I I I I SsT U1a / � -- ' Lf FF 4 so FF aozso 2 FF =408 so 0 05 F 4 SSMH K 91C F 405.00 FF 409.70 .1B 1' L4T 0 324 405.7° FF= 4.30 ST=+ RIM "^�23 2 21 i Nsg 28 V [N=391.62 AP, s sTVa 27 25 IN . - - - - - $TU P '. FF= 407.70 NV OUT 39}54 -A 3 39I.4+ 24 FF= 408.10 + / 40. 8 AB FF= 405.00 48 ig FF= 408.90 A5 A5 AAB 5? 55 B a g $5srU3 5r s I B I 5S5b TUG A g 555 ss S TUa ! 3%,' as I $5 SSg I SSSU lE f IE400 IE=399 l 5r//B s 33 AB 400 IE =397 AB 5SSTU \ 6 f FF= 00-9.-90 _ _ E FF= 000.60 y/ 1 -396 . 6+0° - SS S� / VP /� -� - 7 +- �- - 7 a LL 342 PVC 55 $ B o Ir / FF= 400.20 A ;.S-B - _ _ - - _ �5 /JAB STUB .4- / - yy�' �_� AP, 46 + \ ' IE =396 \ y A& I s�ra A8 4va rua / Q vry �sssrus+ _ -- - - - - -- - - j` Aa I ISSSraB a I IE 3481 19 IE =g97I Aa Aa (SSSTUB I 1-46 Ss roe h� /!B / 48 J 34 sss LLLLLL I I CcCC/ I jll sssue j555rue 1E =394 g /ss-5ru.6 I 20 =4°4J0 55 STUB ^• ss STUB $ �FF =4oa.ao� IE -39� 1E -398 /E 399 IE =3`%9 /E3`19 1E =590; /E -3q8 �'`5 4 I E =3q} o IE =395 SSMH #i + /E.39$ IE =39 ` FF= 405.30 FF= 403.80 W OCKING LID lE.3%t�J I v� I ,+�' STA:12 +06.99, 29.6 LT. I TRACT 'D' (N.G.P.E.) _ 35 I 36 I 37 I I I I I I 1 118" RIM- 4B4:i8- -AfS 404.7 + + 38 INV OUT = 39648- I WETLAND I FF =408-90 FF =aossa ' ' 39 ' 40 41 ' 42 I FF= 003.10 ----- -__ - -- Q83i6.iI ' I -� ' FF= 409.30 i + + + + I I I FF= 410.00 FF= 409.70 FF= 409.30 FF= 408.90 I MARK EACH O STUB LOCATION„ I I FF= 410.10 I I I __ NTH 4 FLED N77H LOT #AND WHI PROPED A6 - 4� °" ^o EPTH TO. INV. SSMH #5 O® '� \ - I. I ( I I FF= 404.40 1EASEM NT E 694 -' + I JA2a FF 403.40. W OCKING UO IFJP� �,5• S N_._ _ _ _ I - }I S STUB SFA• 3 +77.72. 5.001-T. / FF =40.7° INV IN- 39996- ABD.�jO N l IE =3 %5_ 6 "PvG ---- - - - - -- INV our= Aa3g0,83 w our - ~ 102 LF 6 "PVC sS S =2.7. 1 Aa 390.87 E \. I _____ -__ - 3 +42 FF= 403.00 �g - -- - -- TRACT °E' REFER I =y I FF= 402.60 - - i FOR FUTURE D E �m 4 I I I TRACT 'B" rAc�e Ab L W E f ' HG ' ,(BELMONT HOMES INC.) EAGE P \ 1 o 12 33190 4� � AB FF= 402.20 FS�FCl STERco 2 SSSTDB - - S UNAL ECG I � IE =393 - 13 FF= 401.80 EXPIRES 05-07 -2003 Ss %TDM 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2 7 AS -BUILT 346 2956 AS -- - -- S - �7 S S'T s3 s-rus IE =3Y1 os�0 / 4� v° ©moo NOTES I I I 1 14 I 395 I mv�® TRACT 'A' N•G•P•E•) I I FF= 401-40 395 395 -- 2 ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE REQUIREMENT OF 29 3. ALL SIDE SEWERS ARE 6" DIA. AND SHALL I WETLAND I I I A5 IE539O 6 15 I 394 393 EXTEND A. MINIMUM OF 6 FF. INSIDE EACH LOT I I I I FF= 401.80 392 391 IeA CA i I 37-/ RECOMMENDED FOR APPROVAL II _ I I-A� R ( I 198 BENCHMARK -DATUM I BY: DATE- I I I WSMOCKI 555^ I���IE =oa9 ms�mm, m ©�0� 78 398 CITY OF RENTON /j1937 SCRIBED "X" IN BACK OF CONC. ..I "ESM ", = G UD STA: 8+2234 33,59' LT• I ��U -I I I 39p° m ®�0 BY:.�,�()y„ r j� DATE: Ql Rk� } ± AB 402 6�' I N 4m �0 I 1 ELEVATION= 403.72 :1 mss INV IN--ssa;l_ AB 390.63�N(�IVT I INV OL'T- 396;�A6390.63 �,I CIT { OY f2�.N I �% " I , i'EX. L I ®� I�+I +O 9% NAVD 88 (CITY OF RENTON) I , I I1 os�© 8" PVC S. INV. EL. = 38827' lip ?99 OO CONTOUR INTERVAL =2 FEET m °sue© - APB CONNECT TO EXISTING I SS STUB CITY OF RENTON SSMH BOTTOM STRUCTURE EL = 38 97 CHANNELED 40 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2 7 AS -BUILT 346 2956 AS -- - -- S - �7 S S'T s3 s-rus IE =3Y1 / 4� 397 390 - I NOTES I I I 1 14 I 395 I 1. SEE SHEET 10 FOR SANITARY SEWER PROFILES. TRACT 'A' N•G•P•E•) I I FF= 401-40 395 395 -- 2 ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE REQUIREMENT OF 29 3. ALL SIDE SEWERS ARE 6" DIA. AND SHALL I WETLAND I I I A5 IE539O 6 15 I 394 393 EXTEND A. MINIMUM OF 6 FF. INSIDE EACH LOT I I I I FF= 401.80 392 391 IeA CA i I 37-/ RECOMMENDED FOR APPROVAL II _ I I-A� R ( I 198 BENCHMARK -DATUM I BY: DATE- I I I WSMOCKI 555^ I���IE =oa9 78 398 CITY OF RENTON /j1937 SCRIBED "X" IN BACK OF CONC. ..I "ESM ", = G UD STA: 8+2234 33,59' LT• I ��U -I I I 39p° Z WLK MARKED 1411 NORTH SIDE OF N.E. 4TH ST AT WEST BOUNDARY OF WINDSOR APTS. I - BY:.�,�()y„ r j� DATE: Ql Rk� } ± AB 402 6�' I N 4m �0 I 1 ELEVATION= 403.72 :1 BY: DATE: INV IN--ssa;l_ AB 390.63�N(�IVT I INV OL'T- 396;�A6390.63 �,I CIT { OY f2�.N I �% " I , i'EX. L I SSMH TOP EL. = 396.77' I�+I +O 9% NAVD 88 (CITY OF RENTON) I , I I1 I L -J , 8" PVC S. INV. EL. = 38827' lip ?99 OO CONTOUR INTERVAL =2 FEET BY: DATE: BY-. 20 FA5EFd61Jr FM 'CONNECT WITH CITY OF I - APB CONNECT TO EXISTING I SS STUB CITY OF RENTON SSMH BOTTOM STRUCTURE EL = 38 97 CHANNELED 40 I I I ruftz V'r1U'flffJ RENTON NEW &" DI WATER EXIST IE -390 (SEE DETAIL SHEET 11) I W I 39$ 398 I i.;t =xs EE- FFxMd- I I 7T I I .0 I.FySI/ W MJ 96 \G SG 1.09 WO(A SEEGDETAIL ON - 13 C SS 5 =209. 1 +� 1 +44(z� P EX. 8" SS 398 I 397 I 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2 N f I V� I um 4: 4' z (n O w 4 4c M :�E I v) 4( =) 0 I1J ~ 4( (D U) � z 0 z L1J 3< Q 0 u� W J C) 3' Z m 3£ w z = Q 3E � (n 3£ 3, 3i DATUM ELEV.= 370.0 a D s O 3 E_ U 9 � NWN a -o m _y' C v 1 0 2 4- Q �3 p .n s� E Z SANITARY SEWER SYSTEM NOTES: J 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION L OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. F- 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO &30 A -M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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 A24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED. BY A REPRESENTATIVE OF THE CITY OF RENTON -) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 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, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH: MATERIALS TO COMPLETE THE FILL OVER PIPE. SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED.. CUTS INTO THE ituu EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN 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 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. 408 - ..- ___— ___.__ ..__ __.._T___. _. _ __..______...408 404 — ___ �_ - -_ __— 40 4 _... fT__ .__ __ . __. 3 Nid- [OJE2 430- .__`.._ _____. .. ------- _ __._� _..__ —. ____._.____._:. 400 Ov6(1. W C1i1L� 1i1�i 396 392 388 0 +00 1 +00 2 +00 3 +00 4 +00 S +UU o +uu N.E. 6th STREET' SCALE: HORIZ. 1 " =40' VERT. 1 " =10' W Z U Q 7 +00 8 +00 9 +00 10 +00 VASHON AVE. N.E. SCALE: HORIZ. 1 " =40' VERT. 1 " =10' z American Engineers • Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 P O PHONE .(425) 881 -7430 Fox (425) 881 - 7731_. -- 178 396 392 388 S.,W.2956o4 387.97' ro 0 +00 1 +00 2 +00 r� /0\ 11 +00 12 +00 (V\ SANITARY SEWER CONNECTION �ti� �yoe�WA C/ SCALE: HORIZ. 1 " =40' VERT. 1 " =10' ?Q s 0 cl _ R 33190 =4� FSSFOISTER�'`V� - IONAL E RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY. OF RENTON #1937- SCRIBED "X" IN BACK OF CONC. WLK MARKED "ESM 1411 NORTH SIDE, OF N.E. 4TH ST BY: DATE: SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 / AND NOTES A5 D BY. 5.��125i�5tL�DATE:, /J /� o� SHEET 10 of 15 t NAND 88 (CITY OF RENTON) 1 (� pQZZ9{� ' T CONTOUR INTERVAL =2 FEET BY: 11�AW QK�/ .DATE: Jqn. Z11007i AEC : #9UJC: V � LUA0029 SCAN NtU MAN G O Lwr,�p SCANNED FEB 15 2002 ;II — - -- 1-30 -L " -PVG SS-SWPE= II y — ___..;�L SSM1F #6_48-W - .00 LT CONNECT_TO _. SSMH- RIM 39677 --EX. TN "UT(S)_=38 837 EXIST: SSMH NOT CHANNELS STA: 0 +33.57, ___RIM=39SU0 OUT= 389.0 _!NV _ _ _ _-- CONSIRUC'F- CHANNEL —._ .___I__PER_CTY_OF_-RENTON.____ -_ j (SEE DETAIL SHEET 10) M h 396 392 388 S.,W.2956o4 387.97' ro 0 +00 1 +00 2 +00 r� /0\ 11 +00 12 +00 (V\ SANITARY SEWER CONNECTION �ti� �yoe�WA C/ SCALE: HORIZ. 1 " =40' VERT. 1 " =10' ?Q s 0 cl _ R 33190 =4� FSSFOISTER�'`V� - IONAL E RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY. OF RENTON #1937- SCRIBED "X" IN BACK OF CONC. WLK MARKED "ESM 1411 NORTH SIDE, OF N.E. 4TH ST BY: DATE: SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 / AND NOTES A5 D BY. 5.��125i�5tL�DATE:, /J /� o� SHEET 10 of 15 t NAND 88 (CITY OF RENTON) 1 (� pQZZ9{� ' T CONTOUR INTERVAL =2 FEET BY: 11�AW QK�/ .DATE: Jqn. Z11007i AEC : #9UJC: V � LUA0029 SCAN NtU MAN G O Lwr,�p SCANNED FEB 15 2002