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HomeMy WebLinkAboutzS-2966Sett9 1 I EXIST WAT _ € Z m i LINE PER SURVEYOR Q $ 0 I_ H SANITARY SEWER NOTES: TO BE INSTALLED BY THE CITY OF RENTON MID FEBR ARY 2002 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS i '- I REQUIRES 15' UTILITY EASEMENT AND 15' TEMP. CON TRUCTION EASEMENT ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. rn 2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT 0 J SANITARY SEWER STUBS ARE DETERMINE FROM THE EASEMENT CENTER D I LINE STATIONING. MINIMUM INVERTS ARE CALCULATE USING A SLOPE OF 1 p 2% FROM THE SEWER MAIN LINE ACTUAL LOT INVERT CAN BE HIGHER, ^� W �� AND THE STORM LINES TO BE�MNNTJ MAINTAINED. STUBS AND THE WATER LINE. MH 48" M WEST OF CL MH -5't WEST OF CL 3. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF / \ NEW 48° MH a SEE NOTE 6 ON THIS SHEET NEW 48" MH REE DE TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 230 0 SEE NOTE 6 ON THIS SHEET SEE OE TAIL ON SHEET 4. m 4. SANITARY SEWER STUBS FOR LOTS 1 & 2 ARE EXISTING STUBS. THE INFORMATION PROVIDE ON THIS SHEET. FOR THE SSSS FOR LOTS 1 & 2, WAS TAKEN FROM THE CITY OF RENTON'S SANITARY SEWER AS BUILT PLANS, SHEET 6 OF 12, DATE 4 -1 -70. Q4' U2 m 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO Z VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT E ENGINEER CONCERNING ANY POTENTIAL CONFLICTS. Z 10' INGRESS EGRESS & UTILITIES 0 \ EASEMENT- ACCESS PARCEL #334390 - 1850 -09 6. THESE SS MHS AND SS MAIN LINE ARE PLACE ON THIS PLAN SHEET FOR REFERENCE ONLY. 20' INGRESS EGRESS & UTIL. CONTRACTOR To REFERENCE CITY OF RENTON'S PROJECT # S-2939 SHEET 3 FOR ACTUAL LOCATIONS & LENGTHS. ESM'T- ACCESS FOR LOT 3 7. DEMOLITION OF THE GARAGE ON PROPOSE LOT 3 SHALL BE COMPLETE BY THE OWNER PRIOR TO 0850 THE INSTALLATION OF THE SANITARY SEWER LINE BY THE CITY OF RENTON. 15' UTILITY EASEMENT 8. THE STORM SYSTEM ADJACENT TO THE SANITARY SEWER LINE (LOTS 3 & 4) SHALL BE INSTALLED AFTER THE 2 INSTALLATION OF THE SANITARY LINE BY THE CITY OF RENTON. MULTI 9. THE APPLICANT /OWNER SHALL SUBMIT EASEMENT DOCUMENTS FOR RENEW & APPROVAL FOR THE INSTALLATION N n 15' BSBL FOR STORY OF THE SANITARY SEWER LINE ALONG THE NORTHERN PORTION OF THE SITE AS SON AS POSSIBLE Z o i a C4 UTIL. EASEMENT HOUSE EDG E C9 a n o ,` OF W I ro ' I PROP 8" SS LIN EE NOTE 6 THIS SHEET) p U' 238 LF Of 8" PVC ® 9� A�eNENT In y C V M - - a GA AGE L J R MOVE 15' TEMP CONS EASEMENT_ _ txj VERTICAL DATUM NOTE: i CONC. STA 12 +63.6 1 .5' RT 1 C s" SSS (TYP) O - o ( 5) rfl (25) 5 MINIMUM D PTH I ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASE ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON x L STUB LENGT =17.5' STA 12+33.6 17.5' RT AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE ELEVATION = 300.78 PER CITY OF RENTON AS- GUILTS 5 MINIMUM DEPTH 6' WOOD FENCE STUB LENGTH =17.5' SHEET 9 OF 12. DATED: 4-1 -70. Y I 211' /j THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF n z J REM ED LIL THIS SITE IS BASS UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM 5'f SIDEWALK Z IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM N 311 i GRASS STRIP R &F (TYP) X O I WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON. VERTICAL CURB in C� 31'6 "t STREET I �DECK z r w 3 3 3 REMOVE C) r v u O g3 12 MuCn RETAIN � STORY m @ @ @@ EX ST. o HOUSE 1 b 3 3 a 50' ROW I- (I,o27 sq F� o a W 15" / ° o 00 0 0 L/ (11) 22' J ! 25' 25' N MIN F.F. EL= 289.4 y�i v U / 0 o m I I D +I I� 5.08 c °' °z 2 5 25' GUY WIRE X H w g I / � R GRAPHIC SCALE 0 EX. 357' - 8" CONC. PIPE 3 3 ! S.S. @ 2.28% (2.23% CALC., __ _ OVERH EA PP ❑ m o +0 Pa a n w w TRIC U w �j z EDGE PAVEMENT L Irian - 20 tL �G U U � N �V b\F D�SC4 z n X SSMH -18 S ";A A CUTTING UNDERGROUND RECOMMENDED RIM = 286.49 S Y F EX SSMH -19 UTILITY iEX. SS-1 NOTE yy�,• F.L. = 277.77 27', 8' DEEP FOR APPROVAL i nw RIM = 300.78 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. °• NFOR. REGARDING THIS MH SEE NOTE 4 THIS SHEET SEE SHEET 2 FOR F.L. = 285.73 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE G` ®� BY 2 w w EYACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- - WAS TAKEN FROM CITY OF RENTON'S FRONTAGE IMPROVEMENTS STA 22 +26.9 3.7' LT GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO �o�': F28477 cam' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before OU 6Y F •.; Isl t;: •�`� SANITARY SEWER AS BUILT PLANS HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES y SS�ONA�' ENS\ SHEETS 6 & 9 OF 1 2 HYDRANT TO BE RELOCATED TO STA 20 +87.3 30.4 LT NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Dig. By o STA 18 +70.1 9 O LT SEE WATER DESIGN. CALL BEFORE YOU DIG: 1 -80o -424 -5555 Z W -,�, UNDERGROUND SERVICE (USA) EXPIRES 5 -13 -03 uE 5 gam 0 o xn SCANNED SEP 13 2002 R )� AIIIIIIIII'll IMLL 176 FR' 467 3 0 Y Z c� W E- I a O I'4 p+ co . w rn a� EE_ �+ d W m H z Ch I z n W n � o I 4 N W % ZE W w � N3 � iJ mV � e� I GRASS STRIP BEGINS STA 11 +37.96 SS & SD UTILITY ALIGNMENT CL r r a a a U) w r + z cr Q Z V) Q w z LLJ < 1 1 I z s Y ° Ln I Z ° 0 Q J F p 290 Z 0 0(n a 0 w- -- ---- - - - --1 -- - - - - -- ------------ +------------- f--------- - - - -I- 1285 0 z 0 ------- I - - - -- - -- - - -- -------4------------- 1------------- ------------ 1------- - - - - -- -1280 I STORM I 1 1 I I I I LOT 3 SSS I LOT 4 SSS j 1 I I I I STA 12 +33.7 I STA 12 +63.7 1 1 1 ------ - - - - -- - - -- I------ - - - - -- I I I J 275 275 -- -- - - - - -- - -- -- - - - - -- -- ---------------------- - - - - -- r- I PROP 8" SS LINEt (SEE NOTE 6 ON SHEET I I 238 LF OF 8" PVC 00.5% TO BE INSTALLED BY THE CITY OF RENTON MID FEBRUARY 2002 1 SANITY SEWER R - BUILTS WILL BE PREPARED BY THE CITY OF RENTS�,ii I 2701------------- T------------ -rt - - -- ----------------------------- - - - - -T ------- -=t' -- -- - - -3-- 1270 EXIST CL ELEV DATUM ELEV 285.00 10 +00 11 +00 1 12 +00 13 +00 MH #2 -5'f WEST OF CL NEW 48" MH SEE NOTE 6 ON SHEET 6 GRAPHIC SCALTE m e m m a m (IN S) 1 inch - 20 R NEW 48' M WEST OF CL S _ 290"02 NEW 48° MH SEE NOTE 6 ON SHEET 6 ACCESS & UTILITY EASEMENT & MONTEREY AVE NE PROFILE - MONTEREY PL. SNORT PLAT SCALE: 1 " =20' NoRiz 1"=5' VERTZ U U � 3 3 d C, ° a ° ° o SANITARY SEWER VERTICAL DATUM NOTE: m SEWER PROFILE NOTES: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS- BUILTS, 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS SHEET 9 OF 12, DATED: 4 -1 -70. ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. z z THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF 2. CONTRACTOR TO MAINTAIN A 1.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND MAINLINE WATER AND THE WATER STUBS. THIS SITE IS BASED UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM '0 IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM 3. CONTRACTOR TO MAINTAIN A 1.0' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND ALL OTHER UTILITIES. WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON. z L "f 0 ° > U U 0 0\D W. A W NOTE: AUK WlTnNG UN RD RECOMMENDED bF w ^SH N. rrS a a COSTLfi FOR APPROVAL EXISTING UTIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. �! w IT SHALL TO DETERMINE VERTICAL NDHORIONAL LOCATION OF A �G uNM- call X Of GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO I 90,.y 28477 D • °4� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before you S IFS• �>:l� i,�;;•��� HEREON. THE ENGINEER ASSUMES NO RESPONSI8IUTY FOR UTILITIES s /pNA L ENG NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Dig. BY CALL BEFORE YOU DIG: 1 -800 -424 -5555 zz WW l �B UNDERGROUND SERVICE (USA) EXPr IRESura5-13-03 C©; cS- =' jd &-Q SCANNED SEP 13 2002 176 FR' 45 1 a � 5"�' C V Q a 1 a o �0 0 c.v• J v,v.wr ;, wrw...r.. YGY VJ: LVD� y _ .. '210 "♦1,, I 0 .. o k S.E. 114, SEC® 5, T. 23 N., ®, 05 j VERTICAL DATUM NOTE: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE N0. '19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS- BUILTS, `'• / SHEET 9 OF 12, DATED: 4 -1 -70. THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF r� m TO BE INSTALLED BY THE CITY OF RENTON MID FEBR ARY 2002 REQUIRES 15' UTILITY EASEMENT AND 15' TEMP. CON TRUCTION EASEMENT THIS SITE IS BASED UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM ® f'` WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON. W W m / \ MH #2 -5'= WEST OF CL MH #3 -5't WEST OF CL NEW 48" MH m 280 m SEE NOTE 6 ON THIS SHEET NEW 48" MH , SEE NOTE 6 ON THIS SHEET \ m SANITARY SEWER NOTES: W D m 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS �y m ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. W E_ z \ -4 2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT �17 & UTILITIES SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER INVERTS ARE CALCULATED USING A SLOPE OF O \ 10' INGRESS EGRESS EASEMENT - ACCESS PARCEL n334390- 1850 -09 LINE STATIONING. MINIMUM 2% FROM THE SEWER MAIN LINE. ACTUAL LOT INVERT CAN BE HIGHER, 20' INGRESS EGRESS & UTIL BUT A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE, \ ESM'T- ACCESS FOR LOT 3 0850 AND THE STORM LINE IS TO BE MAINTAINED. 3. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF 15 UTILITY EASEMENT RENTON TRENCH RATION AND STREET OVERLAY REQUIREMENTS. EE SHEET MULTI 4. SANITARY SEWER STUBS FOR LOTS 1 & 2 ARE EXISTING STUBS. THE INFORMATION PROVIDED 15' BSBL FOR STORY ON THIS SHEET, FOR THE SSSs FOR LOTS 1 & 2, WAS TAKEN FROM THE CITY OF RENTON'S SANITARY SEWER AS BUILT PLANS, SHEET 6 OF 12, DATE 4 -1 -70. WN J HOUSE � o C3 N N o GG n` UTIL. EASEMENT EGE _ 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONTRACTOR TO CONTACT N N m , rn �OF I PROP 8" SS LINE' (SEE NOTE 6 THIS SHEET) pgVEM VERIFY HORIZONTAL AND VERTICAL LOCATIONS. ENGINEER CONCERNING ANY POTENTIAL CONFLICTS. 238 LF OF 8" PVC Lu w -II e 6. THESE SS MHS AND SS MAIN LINE ARE PLACED ON THIS PLAN SHEET FOR REFERENCE ONLY. CONTRACTOR TO REFERENCE CITY OF RENTON'S PROJECT # S -2939 SHEET 3 FOR ACTUAL LOCATIONS & LENGTHS. k� a� 2$ 151' 15' ° 75.3 0`. s o�� U m� n L 7. DEMOLITION OF THE GARAGE ON PROPOSED LOT 3 SHALL BE COMPLETED BY THE OWNER PRIOR TO 4k ' — — — — — — ; _ _ _ _ _ _ ti THE INSTALLATION OF THE SANITARY SEWER LINE BY THE CITY OF RENTON, _ R MOVE 15' TEMP CONST. 8. THE APPLICANT /OWNER SHALL SUBMIT EASEMENT DOCUMENTS FOR REVIEW & APPROVAL FOR THE INSTALLATION THE SANITARY SEWER LINE ALONG THE NORTHERN PORTION OF THE SITE AS SOON AS POSSIBLE. EASEMENT w OF k 6" SSS TYP '" STA 12 +636 17.5' RT o1 5 (25) u° o� 5 MINIMUM DEPTH z m 288 � STA 12 +33.6 17.5' RT STUB LENGTH' -17.5 4•� - 5 MINIMUM DEPTH 6' WOOD FENCE �, L , I• STUB LENGTH =17.5" s OVE �71 x•.- o3g R yd� ` 5't SIDEWALK I �lF Im Z ` 1 O O 3'11 "f GRASS STRIP t t ," VERTICAL CURB {f R &F (TYP] _ /' x �� REMOVE fr rz w l � z w 31'6 "f STREET COD .. e�'R � �9rd£ s' o _7r w Z 3 3 3 1 i.n, ! �: � z I i U1 GRAPHIC SCALE ,O`s 'z' t k. i i t� 3' :, .. �. 1 / 2a a 1. 2a Q Ba ou s EX ST. 'rf EMOVE g ;p Y ,. e 1 1 3 C . IN FEE ( L' j t inch zo tt c) In In v a In 50' ROW :4 H �r1 Ld L = 2 N o o o N I o t 25' 25„ o O y . o• , �I € _D6 ( Ti f, uj MIN F.F. EL= 289.4 w, �• it jxo cli -_�o _ E �, OC: Rte„ s ..,. a _-H LJ � , .: 1 —c -+a II ..f :e ®®....® Om ..� L- .tee- -- � '` �` °z i �' W;; 0 0 o m I GUY WIRE w 9' O ¢ z PPa x W _2 w w V _- uj R ® f 045 Of w w ff �° RIC W -� 'o � °-�, , -. ..... ..� f�._EDGE PAk/EM`ENT v o N Ir � N F pll -. - -- -_ _ r 0 n EX. SSS NE 16TH ST o 27 , S DEEP = 7 1SHEET AVOID CU NG UNDERGROUND NOTE: RECOMMENDED UnuTT ONES. IVS COSn_r. fOR APPROVAL EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO > > > SEE NOTE 4 THIS SEE SHEET 2 FOR „� �; IT SHALL BE: THE CONTRACTOR'S RESPONSIBILITY DETERMINE THE ■ aII EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER — BY , V _ FRONTAGE IMPROVEMENTS STA 22 +26.9 3.7' LT .GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO before yoU REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 8 J$TE ?� •'� HEREON. THE ENGINEER RESPONSIBILITY FOR UTILITIES SS�O!YAL •���\ F r _ • _ - HYDRANT TO REMAIN WITHIN PLANTER STRIP OT SHOWN ER D=9. BY -6,4 CALL BEFORE You DIG: i- Boo- aza -ssss STA 18 +70.1 3J' LT SEE WATER DESIGN. UNDERGROUND SERVICE (USA) - EXPIRES 5 -13 -07 suw xar vun waass sw+m NYa orim c.v• J v,v.wr ;, wrw...r.. YGY VJ: LVD� y _ .. '210 "♦1,, I 0 U o 0 E_ -e 0-4 E_ c) E_ Z 0 c, N IN 14 z 00 Q cq oV) QQ a: n 0 m T T, S.E. 114, SEC. 5, T. 23 N ®, R. 05 E5 W.M. 0 0 - - - - - - - - - - - - - 2751------- - - - - -- - - - - - - - - - - - I I DATUM ELEV 265.00 GRASS STRIP BEGINS STA 11+37.96 z CD tn W 0 (if F_ 0 SS ALIGNMENT CL C) C' W m Of �) < + U) > V) < 7= U) + < V) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call z m 0- < 0 Y 0 1 U) z z < 43 n 0 --- T------ 0 p 0 < 0 0 0 -- 290 - - - - -- 1 V) C) - - - - - - - I_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- I------------- +----------------------- - - -I-- 285 - - - - - - - I I­ - ------------ 1--------- - - - -I- -1 280 LOT 4, SSS 11 ;SS cli i1 STA STA 12+63.7 1 12+33.7 1 —1- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - PROP S LFN��SEE NOTE 6 ON SHEET -J 275 - - - - - - - T_ I I I 238 LF OF 8" PYC @ 0.5% f I 1 1 TO BE 1NSTALLEDI BY THE CITY OF RENTONIMID FEBRUARY 2002 1 1 SANITY SEWER A -BUILTS WILL BE PREP AR_ D BY THE - - - - - I ------ - - - - -- - - - - - - - 270 EXIST CL EUEV-\ 00 C4 10+00 11+00 12+00 Ij+uu MH #2-5'± WEST OF CL I MH #3-5'± WEST OF CL NEW 48" MH NEW 48" MH SEE NOTE 6 ON SHEET 6 SEE NOTE 6 ON S'IEET 6 : HORI ACCESS k UTILITY EASEMENT, k MONTEREY AVE NE PROFILE SCALE 1"=20' MONTEREY PL. SHORT PLAT 1'.'=5' VER Z TZ VERTICAL DATUM NOTE: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS-BUILTS, SHEET 9 OF 12, DATED: 4-1-70. THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF THIS SITE IS BASED UPON NAVD 1988 WHICH INDIf3ATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM IS 304.54. CONTRACTOR IS TO BE-AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM ­­ FOR SUBMITTAL TO THE CITY OF RENTON SANITARY SEWER PROFILE NOTES: WITH NAVD 1988 WHEN THE AS—BUILIS ARE PRE Ss LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. -4\D W. CONTRACTOR TO MAINTAIN A 0.5' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE. CONTRAC-FOR TO MAINTAIN A 1.0' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND AND ALL OTHER UTILITIES. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND uiiLjnES PRIOR TO COMMENCING CONSTRUCTION. NO c� before 0 cli Ui 0 00 00 00 00 0) 00 C11 00 c"I 00 C4 C4 cli c"! 10+00 11+00 12+00 Ij+uu MH #2-5'± WEST OF CL I MH #3-5'± WEST OF CL NEW 48" MH NEW 48" MH SEE NOTE 6 ON SHEET 6 SEE NOTE 6 ON S'IEET 6 : HORI ACCESS k UTILITY EASEMENT, k MONTEREY AVE NE PROFILE SCALE 1"=20' MONTEREY PL. SHORT PLAT 1'.'=5' VER Z TZ VERTICAL DATUM NOTE: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS-BUILTS, SHEET 9 OF 12, DATED: 4-1-70. THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF THIS SITE IS BASED UPON NAVD 1988 WHICH INDIf3ATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM IS 304.54. CONTRACTOR IS TO BE-AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM ­­ FOR SUBMITTAL TO THE CITY OF RENTON SANITARY SEWER PROFILE NOTES: WITH NAVD 1988 WHEN THE AS—BUILIS ARE PRE Ss LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. -4\D W. CONTRACTOR TO MAINTAIN A 0.5' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE. CONTRAC-FOR TO MAINTAIN A 1.0' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND AND ALL OTHER UTILITIES. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND uiiLjnES PRIOR TO COMMENCING CONSTRUCTION. NO before REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN yOU r% HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER. LOCATION. III, - I CALL BEFORE YOU DIG: 1-800-424-5555 1 RECOMMENDED FOR APPROVAL BY v"i NA L �— 07 UNDERGROUND SERVICE (USA) 13— PD,5 -Mv6n wam ow-132M7 fl ,7 TIM 7 F LEFT BLANK INTENTIONALLY 1 -1, 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1/2" VIDE BORDER CAST IRON RING AND COVER 12"0 FIBER PACKIr 45• (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTE: 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. 10/17/96 1 Added notes. DCV AG DATE I REVISION I BY APPR'C w z J H w w rn Y w 0_ 0 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4„ 6 INCH OR 8 INCH CLEAN -OUT CITY OF RENTON ♦ i STANDARD .PLANS iST DATE: 12/96 DWG. NAME: BW18B SP PAGE: B076 o PROPERTY LINE z 6' -0" o FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER 5 a 13.DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 60" ALLOWABLE MAX: TEE WITH 6" SIDE OUTLET 3 3 3 a OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR CAST:. IRON PIPE 0 o p a FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF OR DUCTILE IRON PIPE. - 2 "x 4" STUD SERVICE MARKER PAINT UPPER CONSTRUCTION. PORTION WHITE ANS STENCIL ON SIDE 0 0 o w 1:3:.5 MIX p`'� _ _ WORDING "SEWER "` WITH 3" HIGH BLACK' LETTERS. I I 15.ALL PIPE AND. APPURTENANCES SHALL BE. LAID ON A PROPERLY CONCRETE }' AND #6 WIRE WRAPPED AROUND THE STUD AND ° o PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF BLOCKING �. �P 2`' o v� EXTENDED TO 11iE TOP OF THE STUD. THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR \� 1 NG v v v > ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY R G�-� LOC� 0 00 m STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Nth 9 BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING + 6" SIDE OUTLET TEE MG NGR� 2% MIN SLOPE OF THE - TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL SEWER MAIN AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 6'� MIN. HORIZONTAL - MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE / UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST In a PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. CONCRETE BLOCKING ANGLE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS` zW W PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE OF IEE AT MAIN OVER 25 SEWER MAIN WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. W PIPE. ELEVATION - VITRIFIED -CLAY, PLAIN AND REINFORCED CONCRETE, -D1 PL E' AND C1 � 16.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) TYPICAL SIDE SEWER ELEVATION PIPE SEWER MAINS ARE TO BE CORE DRILLED w w w RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. NOTE of 0 17.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 .INCHES. UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `0 T AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,' WHICHEVER IS LOWER. N 2 -� COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PN \D W Cq v °z v~ NOTE: AVOID CUTTING UNDERGROUND RECOMMENDED �. pF wasyisF` o N UMUTY ONES Irs COSTLYI FOR' PROVAL EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. a a a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— BY GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO s 284 w w w REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before YOU Bl' 'nF 'vF�I57 EWE'J,�F4, Of X Of Of NOT ESHOWN ENGINEER S NOT SHOWN INETHEIRSPROPER FOR OCATION. IN BY ss /�NAL••EN�'` n CALL BEFORE YOU DIG: 1- 800 - 424 -5555 �0— iOG... UNDERGROUND SERVICE (USA). EXPIRES 5 -13 -07 n C5 srtuv iwT vam uecss swa uo o�reo _CAJ'5- 2An,vo5 OECY9 07 P o ° o U a a a H SANITARY SEWER NOTES AND SPECIFICATIONS- PQ A 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE rC"'t STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND Q d SPECIFICATIONS. W 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE W F O APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT (425) 430 - 7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE Z APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. I THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. W 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" w PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS W ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON y, STANDARD SPECIFICATIONS. y 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE Z Z AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR O DISTURBANCE. 5. A PRE - CONSTRUCTION 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY �y [- INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL Q4 CONSTRUCTION. o W ^ n N 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS N Z o AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS tV u c N N o AND OTHERS ON THE CONSTRUCTION SITE. wN 4 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO S, v p rya OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. z o� vWi m�' M 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER e PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. t € 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH. HAS BEEN o 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% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND II FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE `o 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 i TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED z - MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N ATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY _ > MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND w o o c COMPACTION. -A PERMANENT HOT MIX PATCH SHALL BE PLACED: WITHIN ' 10 DAYS AND SHALL BE PER CITY OF RENTON .CURRENT STANDARDS. B LEFT BLANK INTENTIONALLY 1 -1, 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1/2" VIDE BORDER CAST IRON RING AND COVER 12"0 FIBER PACKIr 45• (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTE: 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. 10/17/96 1 Added notes. DCV AG DATE I REVISION I BY APPR'C w z J H w w rn Y w 0_ 0 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4„ 6 INCH OR 8 INCH CLEAN -OUT CITY OF RENTON ♦ i STANDARD .PLANS iST DATE: 12/96 DWG. NAME: BW18B SP PAGE: B076 o PROPERTY LINE z 6' -0" o FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER 5 a 13.DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 60" ALLOWABLE MAX: TEE WITH 6" SIDE OUTLET 3 3 3 a OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR CAST:. IRON PIPE 0 o p a FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF OR DUCTILE IRON PIPE. - 2 "x 4" STUD SERVICE MARKER PAINT UPPER CONSTRUCTION. PORTION WHITE ANS STENCIL ON SIDE 0 0 o w 1:3:.5 MIX p`'� _ _ WORDING "SEWER "` WITH 3" HIGH BLACK' LETTERS. I I 15.ALL PIPE AND. APPURTENANCES SHALL BE. LAID ON A PROPERLY CONCRETE }' AND #6 WIRE WRAPPED AROUND THE STUD AND ° o PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF BLOCKING �. �P 2`' o v� EXTENDED TO 11iE TOP OF THE STUD. THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR \� 1 NG v v v > ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY R G�-� LOC� 0 00 m STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Nth 9 BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING + 6" SIDE OUTLET TEE MG NGR� 2% MIN SLOPE OF THE - TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL SEWER MAIN AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 6'� MIN. HORIZONTAL - MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE / UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST In a PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. CONCRETE BLOCKING ANGLE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS` zW W PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE OF IEE AT MAIN OVER 25 SEWER MAIN WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. W PIPE. ELEVATION - VITRIFIED -CLAY, PLAIN AND REINFORCED CONCRETE, -D1 PL E' AND C1 � 16.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) TYPICAL SIDE SEWER ELEVATION PIPE SEWER MAINS ARE TO BE CORE DRILLED w w w RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. NOTE of 0 17.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 .INCHES. UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `0 T AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,' WHICHEVER IS LOWER. N 2 -� COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PN \D W Cq v °z v~ NOTE: AVOID CUTTING UNDERGROUND RECOMMENDED �. pF wasyisF` o N UMUTY ONES Irs COSTLYI FOR' PROVAL EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. a a a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— BY GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO s 284 w w w REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before YOU Bl' 'nF 'vF�I57 EWE'J,�F4, Of X Of Of NOT ESHOWN ENGINEER S NOT SHOWN INETHEIRSPROPER FOR OCATION. IN BY ss /�NAL••EN�'` n CALL BEFORE YOU DIG: 1- 800 - 424 -5555 �0— iOG... UNDERGROUND SERVICE (USA). EXPIRES 5 -13 -07 n C5 srtuv iwT vam uecss swa uo o�reo _CAJ'5- 2An,vo5 OECY9 07 P