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a i `y rn M cD M N 1 a 3 LEGEND n WATER VALVE -G- HYDRANT 18 WATER METER QS ® MANHOLES (SS /SD) 0 CB O POWER/UTIUTY POLE E— GUY ANCHOR D POWER TRANSFORMER P T POWER /TELEPHONE VAULT M POWER METER 0 TELEPHONE /TV RISER ID GAS VALVE ® GAS METER STREET LIGHT 0190 LUMINAIRE X SPOT ELEVATION a SIGN o MAILBOX 1DC)0 ROCKERY CONIFEROUS TREE DECIDUOUS TREE FOUND CASED MONUMENT SET MAGNETIC NAIL W/ WASHER NOTES: SURVEY BY PACE ENGINEERING, INC DARRELL C. BEGLEY PLS#45411 HORIZONTAL DATUM: CITY OF RENTON (NAD 83/91) COORDINATES AND BEARINGS FOR THIS SURVEY DERIVED FROM RTK CPS OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: #1333 - FOUND 3- BRASS DISK IN CASE 0 THE INTERSECTION OF 84TH AVE S & S 128TH ST. #1846 - FOUND COPPER PLUG W/ PUNCH IN CASE 0 INTERSECTION OF 84TH AVE S & S 120TH ST. #1899 - FOUND 2- BRASS DISK IN CASE 0 THE INTERSECTION OF TAYLOR AVE NW & LIND AVE NW. VERTICAL DATUM: CITY OF RENTON (NAVD 88) ELEVATIONS FOR THIS SURVEY DERIVED FROM RTK GPS OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: #1333 - ELEV. 387.35' ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN JULY 2012, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) I" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURERS SPECIFICATIONS PER W.A.C. 332 - 130 -100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332- 130 -090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND. UPUTIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME UABIUTY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR /ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1- 800 - 424 -5555. RECOMMENDED FOR APPROVAL BY C..w BY CITY OF RENTON STEVENS AVE NW / LIND AVE NW STORM SYSTEM IMPROVEMENT PROJECT N CP# 4 663B -1.4 CP N= 181616.11 E= 1296840.04 CP# 7 ELEV.= 193.85 663R- E =1 CP# 11 663B -3.11 R/C N= 181814.45 E= 1296979.01 ELEV.= 174.80 LAV AVE NW 0 0 E= 1296841.87 STEVOIlS A�.c EN7: ELEV =187.02 ELE uL D �0 ig 72 $ 6630 -3.12 C M M/W N= 181967.23 E= 1296866.80 ELEV.= 183.30 V y y o $ ER �8 IE=1297091.43 P# 10 CP# 9 §§ 638 -3.10 M/W 66,313-3.9 M/W = 181820.80 N= 181998.49 E= 1297117.12 LEV. 160.61 ELEV.= 52.91 j CP# 13 & ol o/ eP# 5 r 6638 -3.5 MIC N= 182072.57 E= 1297108.51 ELEV.= 150.69 As Noted DWC aww DWC RJS, DWC NO. REVISION BY LIST OF DRAWINGS 1 COVER SHEET - 2 LIND AVE NW - TAYLOR PL NW 3 RENTON ST ROW 4 STEVENS AVE NW 5 RESTORATION wncV: xxw Iu� CITY OF RENTON DATUM Planning /Building /Public Works Dept. D- 363901 STEVENS AVE NW / LIND AVE NW STORM SYSTEM IMPROVEMENT PROJECT 1 *14z#jF i z 9 -7 -2012 CENTER ONES PROPERTY LINES RIGHT -OF -WAY ONES — — LOT ONES DITCH LINE — FLOW UNE w WATER UNE Ss SANITARY SEWER LINE w STORM DRAIN LINE c GAS LINE ua UNDERGROUND POWER ONES ur UNDERGROUND TELEPHONE ONES ury UNDERGROUND CABLE TV ONES UFO UNDERGROUND FIBER OPTIC ONES c OVERHEAD POWER ONES NL OVERHEAD UTILITY ONES — o—o—o—o—o— CHAIN LINK FENCE — x— x— x —x —x— WIRE FENCE — WOOD FENCE NOTES: SURVEY BY PACE ENGINEERING, INC DARRELL C. BEGLEY PLS#45411 HORIZONTAL DATUM: CITY OF RENTON (NAD 83/91) COORDINATES AND BEARINGS FOR THIS SURVEY DERIVED FROM RTK CPS OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: #1333 - FOUND 3- BRASS DISK IN CASE 0 THE INTERSECTION OF 84TH AVE S & S 128TH ST. #1846 - FOUND COPPER PLUG W/ PUNCH IN CASE 0 INTERSECTION OF 84TH AVE S & S 120TH ST. #1899 - FOUND 2- BRASS DISK IN CASE 0 THE INTERSECTION OF TAYLOR AVE NW & LIND AVE NW. VERTICAL DATUM: CITY OF RENTON (NAVD 88) ELEVATIONS FOR THIS SURVEY DERIVED FROM RTK GPS OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: #1333 - ELEV. 387.35' ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN JULY 2012, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) I" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURERS SPECIFICATIONS PER W.A.C. 332 - 130 -100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332- 130 -090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND. UPUTIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME UABIUTY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR /ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1- 800 - 424 -5555. RECOMMENDED FOR APPROVAL BY C..w BY CITY OF RENTON STEVENS AVE NW / LIND AVE NW STORM SYSTEM IMPROVEMENT PROJECT N CP# 4 663B -1.4 CP N= 181616.11 E= 1296840.04 CP# 7 ELEV.= 193.85 663R- E =1 CP# 11 663B -3.11 R/C N= 181814.45 E= 1296979.01 ELEV.= 174.80 LAV AVE NW 0 0 E= 1296841.87 STEVOIlS A�.c EN7: ELEV =187.02 ELE uL D �0 ig 72 $ 6630 -3.12 C M M/W N= 181967.23 E= 1296866.80 ELEV.= 183.30 V y y o $ ER �8 IE=1297091.43 P# 10 CP# 9 §§ 638 -3.10 M/W 66,313-3.9 M/W = 181820.80 N= 181998.49 E= 1297117.12 LEV. 160.61 ELEV.= 52.91 j CP# 13 & ol o/ eP# 5 r 6638 -3.5 MIC N= 182072.57 E= 1297108.51 ELEV.= 150.69 As Noted DWC aww DWC RJS, DWC NO. REVISION BY LIST OF DRAWINGS 1 COVER SHEET - 2 LIND AVE NW - TAYLOR PL NW 3 RENTON ST ROW 4 STEVENS AVE NW 5 RESTORATION wncV: xxw Iu� CITY OF RENTON DATUM Planning /Building /Public Works Dept. D- 363901 STEVENS AVE NW / LIND AVE NW STORM SYSTEM IMPROVEMENT PROJECT 1 *14z#jF i z 9 -7 -2012 a #529 I� CALL 48 HOURS BEFORE YOU DIG 1 - 800 - 424 -5555 #521 PLUG AND ABANDON EX SO aeeQ ®7 AFTER NEW SYSTEM IS WORKING' E "^9. 6 a coNC EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. EX C RIM 149.92 CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. IE 12 "CONC. N,S) 147.52 °N IS 24 "C P(E)= 139.42 PSpNP� go +' fiSelQ+ IE 12 "CON .(W)= 139.42 O - 1,2 i �pyxso q GENERAL NOTES FENCE m ® SD ®65' - FOUND 1 "I. \ 10 ",2 -18" -•cone CONC. c Zk� \ w \ ° 6'W000_ FENCE Ltx AGGx Q. _ O C /° k 1 ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE cONC.- ,�°°�a 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISI 3 WOOD - -- / s--_ CEDAR rso - a,w ss i" ux ASPH. I Mail Boxs r - Ohe \/ N / ��'- fll� 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE SHOWN AS - 2 + I _ P P - Sgn 9 x x/ ASPH. - - KEYSTON -;YALE - ez 1, " �k1 4 SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. ) m ONC s,= C P - - - -- o � I KEYS.Y021JYAL4.� /- M Boxs 9- ..CIS„ - _ Mail xs ON 8 xs A8 O� i GRAVEL ®® SD so so ® W OD�BORDER- �" C�, P -- f y ' n _ _u3' ��e G .Y 5 a � � Mail Bo � N1 W so _ CB ss (r'B -3 1 - - a d .- ,/�_� - i C = PLUG EX PIPE A, l�zu �o j - rof CONSTRUCTION NOTES 30 +50 31 +00 DIN1 31 +50- 32 +( D INT _,oD � -- - w -- w w _ w ASPH. SSMH RIM = 160.2 ASPH. \ / '' - = -- - ASPH. IS CL 8' CHAN (N S,W)= 153'62 -4 "DEC - ✓ o ,i �BbEC. ass CONC. - - i- DECK {�� 6'DIA.HEDGE LR D A VE 2 "STEEL POST #472 #468 0' 20' Scale in Feel 9S 5 w w ; ss � lu Nx00 Z PIN 0 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S 1 "STEEL Posy INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. � AIR RELEASP VALVE / / e / r � � � a �/� �� 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. GPq� IE 24 "cMP= 134.70 RESTORE AFTER CONSTRUCTION. 5 r / i 6638! 3:SMIC / " 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING /N1182072 ' 5i ^� NEW STORM SYSTEM IN FRONT OF THEM. G r� IF CL a" CHAN. N, S,SW� E39 / ", 51/ / 150.64 / o c wP� ssMH RIM- 150.86 � � / 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. OO CONG. ( )= 76 DIV - 3'DIA.HEDGE / � REVISION NOTES a / 3'DIA.HEDGE 1. SHOWED UT CONDUIT, GAS SERVICES AS LOCATED. - - - -- - - - -- - - -- -- - - -- -- - - -!° - MOVED CB -1 APPX 5'W, 0.5' N TO AVOID UT. REMOVE TREE AT #521 IF DAMAGED BY CONSTRUCTION. CAREFULLY REMOVE EX PIPE AND BRICKS TO INSTALL NEW PIPE, REPLACE BRICKS AND RE -GROUT CAREFULLY REMOVE BRICKS TO EX CB RIM = 153.50 INSTALL NEW PIPE, REPLACE BRICKS IS 12 "CONC.(N,S)= 152.00 EX CB RIM =160.48 AROUND PIPE, RE- GROUT. E 8" IE= 152.00 PROFILE ALONG NEW STORM LINE (Appx) SCALE: Harz. 1" = 20' IE 4 "CONC.(S)= 159.48 CB -3 STA 31 +17.21 11.71 RESTORE SURFACE AND ASPHALT TO Mail Box PLUG 12" N Vert. 1" = 5' TYPE 2 48" 165- E 12 °CONC.(N)= 159.18 MATCH EXISTING CHUTE TO CB REMOVE EX N 12" RIM " IE=15 155- � EX BRICK CB RIM= 149.92 -165 SW 8" IE =158.0 NEW N 8" IE= 159.18 W 12" IE =156.5 In CB -2 STA 33 +08.1 7.3'L N 12 "CONC IE= 147.52 N 12" IE =156.0 IU TYPE 2 48" ABND 12 "N IE-145.3 Ex�4 " -6 "Cone Laterals RIM EL -153.8 S 12" GOING IE= 147.52 - -PLUG EX S 12" 160- -� W 8" IE= 151.25 ABND 12 "S IE -143.7 NEW S 12" IE =143.8 S- Ex. S 12" IE= 148.75 IE 12 "CONC.(W)= 139.42 - -PLUG EX W 12" -160 - _ - -_ 9 LF 8" DI ® 0.083 FT /FT N 12" IE= 148.75 CE -1 STA 33 +42.6 11.61 IE 24 "CMP(E)= 139.42 _______ - �.TY INSTALL PLUGS AFTER STORM FLOW O TjTA 331 12, v � `-- � __ TYPE 2 48" NO SUMP IS TRANSFERRED TO NEW LINES __ -- - RIM EL -152.0 155- 4 "W Abad _ - - -__ S 12" IE 147.5 -155 8 LF 8" DI @ 0.148 FT /FT Lac Appx - N 12" IE =147.5 v _ /EX 12 CONC IE= 149.62 8 SS o __ Lee Appx Ex. Grountl UP Ex. Ground py o o �__ -_ Lao Appx 150- REMOVE 4 "W IF NEEDED oc Appx - __ Ex - -150 PLUG ENDS w ° o o �1? °SD � _ I 4 � oa 190 LF 12" CRIER @ 0.038 FT /FT - -_ I Loc Appx -- _ H C W - f Loo of W oc Appx SSS As Located Loc Aplj)x Loc Appx {� =J Loe Appx Loc Appx 145- Appx W As SLocated L Appx L H Lae Appx p - -145 CAUTION: SideBewer Loc SSS Appx, May Be Shallow Lee Appx 33 LF 12" CPEP I I 0 0.038 FT /FT 140- 60 LF 12" CPEP @ 0.062 FT /FT il�nll CAREFULLY REMOVE EX PIPE AND 140 BRICKS TO INSTALL NEW PIPE, REPLACE BRICKS AND RE -GROUT 135- -135 31+00 32 +00 33 +00 - ► 41 +00 42 +00 CHECKED FOR COMPLIANCE TO CITY STANDARDS Ronald J Straka Date 9 7 12 Date Date RECOMMENDED FOR APPROVAL BY Daniel Carey 9///12 BY ORIGINAL PLAN STAMPED AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 N0. REVISION LIND AVE STA 33 +42 41 +82 TAYLOR PL STA D=363902 Revision - 1 aE G 11/15/12 Dwc PACE Engr STEVENS AVE NW / LIND AVE NW 9- 7 -2012 owe As Noted Fo CITY OF STORM SYSTEM IMPROVEMENT PROJECT R E N TO N P �xx"o DWC '� Dwc oxs uxr DATUM Dwc "T ND Planning /Building /Public Works Dept. L AVE NW ' TAYLOR PL WIN 2 it xor oxe ina BY RJS - 5 D -363 \ 8 DEO.�I I �o X4 WOOD POST M O #503 #509 #515 r` #463 /.� -.� a, __ _i 4 %4 "WOOD POST POWER OUTLETS E CB RIM = 153.50 nN T ' IE 12 "C _ NC.(N,S)= 152.00 a X ° O __ C ti I 663B -3.10 !d/ 663B -3. P$ 9 M/W o N= 181820.80 '^ V' I o I airy E- 1297091.43 N -181 98.49 EX CB RIM = 161.18 I E% CB RIM 160.48 ELEV.= 160.61 in �, FOUND ,/2 °LP' E 1 29/111 2 ELEV. =152.91 IS 12 CONO.(N,S,E)= 157.93 IE 4 °CONG(S) 159.48 A I -- �.a'/' - rn -_ CONC. KEYSTONE 8I IS 12 "CONC (N) 159.18 - m- - -- -�e- r ® m WALL '\/- #529 I� CALL 48 HOURS BEFORE YOU DIG 1 - 800 - 424 -5555 #521 PLUG AND ABANDON EX SO aeeQ ®7 AFTER NEW SYSTEM IS WORKING' E "^9. 6 a coNC EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. EX C RIM 149.92 CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. IE 12 "CONC. N,S) 147.52 °N IS 24 "C P(E)= 139.42 PSpNP� go +' fiSelQ+ IE 12 "CON .(W)= 139.42 O - 1,2 i �pyxso q GENERAL NOTES FENCE m ® SD ®65' - FOUND 1 "I. \ 10 ",2 -18" -•cone CONC. c Zk� \ w \ ° 6'W000_ FENCE Ltx AGGx Q. _ O C /° k 1 ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE cONC.- ,�°°�a 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISI 3 WOOD - -- / s--_ CEDAR rso - a,w ss i" ux ASPH. I Mail Boxs r - Ohe \/ N / ��'- fll� 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE SHOWN AS - 2 + I _ P P - Sgn 9 x x/ ASPH. - - KEYSTON -;YALE - ez 1, " �k1 4 SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. ) m ONC s,= C P - - - -- o � I KEYS.Y021JYAL4.� /- M Boxs 9- ..CIS„ - _ Mail xs ON 8 xs A8 O� i GRAVEL ®® SD so so ® W OD�BORDER- �" C�, P -- f y ' n _ _u3' ��e G .Y 5 a � � Mail Bo � N1 W so _ CB ss (r'B -3 1 - - a d .- ,/�_� - i C = PLUG EX PIPE A, l�zu �o j - rof CONSTRUCTION NOTES 30 +50 31 +00 DIN1 31 +50- 32 +( D INT _,oD � -- - w -- w w _ w ASPH. SSMH RIM = 160.2 ASPH. \ / '' - = -- - ASPH. IS CL 8' CHAN (N S,W)= 153'62 -4 "DEC - ✓ o ,i �BbEC. ass CONC. - - i- DECK {�� 6'DIA.HEDGE LR D A VE 2 "STEEL POST #472 #468 0' 20' Scale in Feel 9S 5 w w ; ss � lu Nx00 Z PIN 0 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S 1 "STEEL Posy INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. � AIR RELEASP VALVE / / e / r � � � a �/� �� 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. GPq� IE 24 "cMP= 134.70 RESTORE AFTER CONSTRUCTION. 5 r / i 6638! 3:SMIC / " 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING /N1182072 ' 5i ^� NEW STORM SYSTEM IN FRONT OF THEM. G r� IF CL a" CHAN. N, S,SW� E39 / ", 51/ / 150.64 / o c wP� ssMH RIM- 150.86 � � / 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. OO CONG. ( )= 76 DIV - 3'DIA.HEDGE / � REVISION NOTES a / 3'DIA.HEDGE 1. SHOWED UT CONDUIT, GAS SERVICES AS LOCATED. - - - -- - - - -- - - -- -- - - -- -- - - -!° - MOVED CB -1 APPX 5'W, 0.5' N TO AVOID UT. REMOVE TREE AT #521 IF DAMAGED BY CONSTRUCTION. CAREFULLY REMOVE EX PIPE AND BRICKS TO INSTALL NEW PIPE, REPLACE BRICKS AND RE -GROUT CAREFULLY REMOVE BRICKS TO EX CB RIM = 153.50 INSTALL NEW PIPE, REPLACE BRICKS IS 12 "CONC.(N,S)= 152.00 EX CB RIM =160.48 AROUND PIPE, RE- GROUT. E 8" IE= 152.00 PROFILE ALONG NEW STORM LINE (Appx) SCALE: Harz. 1" = 20' IE 4 "CONC.(S)= 159.48 CB -3 STA 31 +17.21 11.71 RESTORE SURFACE AND ASPHALT TO Mail Box PLUG 12" N Vert. 1" = 5' TYPE 2 48" 165- E 12 °CONC.(N)= 159.18 MATCH EXISTING CHUTE TO CB REMOVE EX N 12" RIM " IE=15 155- � EX BRICK CB RIM= 149.92 -165 SW 8" IE =158.0 NEW N 8" IE= 159.18 W 12" IE =156.5 In CB -2 STA 33 +08.1 7.3'L N 12 "CONC IE= 147.52 N 12" IE =156.0 IU TYPE 2 48" ABND 12 "N IE-145.3 Ex�4 " -6 "Cone Laterals RIM EL -153.8 S 12" GOING IE= 147.52 - -PLUG EX S 12" 160- -� W 8" IE= 151.25 ABND 12 "S IE -143.7 NEW S 12" IE =143.8 S- Ex. S 12" IE= 148.75 IE 12 "CONC.(W)= 139.42 - -PLUG EX W 12" -160 - _ - -_ 9 LF 8" DI ® 0.083 FT /FT N 12" IE= 148.75 CE -1 STA 33 +42.6 11.61 IE 24 "CMP(E)= 139.42 _______ - �.TY INSTALL PLUGS AFTER STORM FLOW O TjTA 331 12, v � `-- � __ TYPE 2 48" NO SUMP IS TRANSFERRED TO NEW LINES __ -- - RIM EL -152.0 155- 4 "W Abad _ - - -__ S 12" IE 147.5 -155 8 LF 8" DI @ 0.148 FT /FT Lac Appx - N 12" IE =147.5 v _ /EX 12 CONC IE= 149.62 8 SS o __ Lee Appx Ex. Grountl UP Ex. Ground py o o �__ -_ Lao Appx 150- REMOVE 4 "W IF NEEDED oc Appx - __ Ex - -150 PLUG ENDS w ° o o �1? °SD � _ I 4 � oa 190 LF 12" CRIER @ 0.038 FT /FT - -_ I Loc Appx -- _ H C W - f Loo of W oc Appx SSS As Located Loc Aplj)x Loc Appx {� =J Loe Appx Loc Appx 145- Appx W As SLocated L Appx L H Lae Appx p - -145 CAUTION: SideBewer Loc SSS Appx, May Be Shallow Lee Appx 33 LF 12" CPEP I I 0 0.038 FT /FT 140- 60 LF 12" CPEP @ 0.062 FT /FT il�nll CAREFULLY REMOVE EX PIPE AND 140 BRICKS TO INSTALL NEW PIPE, REPLACE BRICKS AND RE -GROUT 135- -135 31+00 32 +00 33 +00 - ► 41 +00 42 +00 CHECKED FOR COMPLIANCE TO CITY STANDARDS Ronald J Straka Date 9 7 12 Date Date RECOMMENDED FOR APPROVAL BY Daniel Carey 9///12 BY ORIGINAL PLAN STAMPED AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 N0. REVISION LIND AVE STA 33 +42 41 +82 TAYLOR PL STA D=363902 Revision - 1 aE G 11/15/12 Dwc PACE Engr STEVENS AVE NW / LIND AVE NW 9- 7 -2012 owe As Noted Fo CITY OF STORM SYSTEM IMPROVEMENT PROJECT R E N TO N P �xx"o DWC '� Dwc oxs uxr DATUM Dwc "T ND Planning /Building /Public Works Dept. L AVE NW ' TAYLOR PL WIN 2 it xor oxe ina BY RJS - 5 D -363 rn M (0 r) 1_ N F a. v/ c m U U Z w° cV �1= � I M nz m¢ x II U p N m m E- U I� N N W M ��N N O rw 0 °a0 O 3 Q O o_ m 10 ,S6 ®OS ( 1 U °o .. IT EL 160.61 1 -- L �j U c U _ on N N � � �J / � A �I sar / \ L s ji: 00 m SLTiFFNCE m .I SLT FENCE o / - I U + i I- Inn Me a STL - -j - - �/ 7-� -a -(�>�j -nn�d 4"rn wu 3I 0 ° /i �` o a A../ Loc Appx �+ 6'CHAINUNK FENCED 0 m m `O °I -O -0 o °' L 1 EXTRUDED CURB' ° Cp# 11 RENTON ST ROW Q 6638 -3.11 R/C I N F� 11= 181814.45 E= 1296979.01 i ti V ELEV.=174.80 y Z REVIEW WITH CITY BEFORE PLACING CB. CB -6 STA 20 +03.9 1.5'R C;? r - -- w 2 48" w p LATERAL I LF NEW RIM EL ml I OR FIELD FIT WITH 6 " -8" W ex 6" IE -184.8 ADS AND FERNCO rc III m n N I a �/� z z IE= 181.50 on Q FILL LOW AREA AS NEEDED, V! (p } U LO O 3 II APPX 1 FT TO MAINTIAN z w w I MIN 2.5 o w \ c O�� //� F+ LL m z n< / j_ 3 Cod' S o Y l i C' Y /- O O O U I W n \ L�+2o awmm 8 _ DRIVEW 0 NOT_ __ BLOCK SE - - - 10 �0 _ � w M ��N N O rw 0 °a0 O 3 Q O o_ m 10 ,S6 ®OS ( 1 U °o .. IT EL 160.61 1 -- L �j U c U _ on N N � � �J / � A �I sar / \ L s ji: 00 m SLTiFFNCE m .I SLT FENCE o / - I U + i I- Inn Me a STL - -j - - �/ 7-� -a -(�>�j -nn�d 4"rn wu 3I 0 ° /i �` o a A../ Loc Appx �+ 6'CHAINUNK FENCED 0 m m `O °I -O -0 o °' L 1 EXTRUDED CURB' ° Cp# 11 RENTON ST ROW Q 6638 -3.11 R/C I N F� 11= 181814.45 E= 1296979.01 i ti V ELEV.=174.80 y Z REVIEW WITH CITY BEFORE PLACING CB. CB -6 STA 20 +03.9 1.5'R C;? r - w 2 48" w p LATERAL WITH -6 LF NEW RIM EL -187.1 6 "CONC, OR FIELD FIT WITH 6 " -8" W ex 6" IE -184.8 ADS AND FERNCO rc III m n N I a �/� z z IE= 181.50 on Q FILL LOW AREA AS NEEDED, V! (p } O 3 x m APPX 1 FT TO MAINTIAN a ° I MIN 2.5 I RIM EL-160.6 c O�� //� F+ S N_Z j_ Cod' ¢ Y y Y /- N 12" ]E=156.0 n III 8 m m 12 "SD nod w rl U FT /FT ,o° � m + I N o(3 I o L. x - 155 - LATERAL LOC APPX. "w ADJUST CB LOC IF NEEDED, PLUG ENDS 4 Abnd Appx M ��N N O rw 0 °a0 O 3 Q O o_ m 10 ,S6 ®OS ( 1 U °o .. IT EL 160.61 1 -- L �j U c U _ on N N � � �J / � A �I sar / \ L s ji: 00 m SLTiFFNCE m .I SLT FENCE o / - I U + i I- Inn Me a STL - -j - - �/ 7-� -a -(�>�j -nn�d 4"rn wu 3I 0 ° /i �` o a A../ Loc Appx �+ 6'CHAINUNK FENCED 0 m m `O °I -O -0 o °' L 1 EXTRUDED CURB' ° Cp# 11 RENTON ST ROW Q 6638 -3.11 R/C I N F� 11= 181814.45 E= 1296979.01 i ti V ELEV.=174.80 y Z REVIEW WITH CITY BEFORE PLACING CB. CB -6 STA 20 +03.9 1.5'R C;? I - TYPE 2 48" CONNECT LATERAL WITH -6 LF NEW RIM EL -187.1 6 "CONC, OR FIELD FIT WITH 6 " -8" W ex 6" IE -184.8 ADS AND FERNCO COUPLING III 10S 12" IE =1$2,5� 184.35 N I a - 175 E 12" IE= 181.50 J w N 190- FILL LOW AREA AS NEEDED, N is :m 175- 170- 165- 160- 155- 150- 12 "SD MIN 6 -INCH SEPARATION \LI I 4 "1W Abnd ` --" O Loc Appx p ° Loc Ap DT px I 10 I I II nl v� 2 "CAS SSMH TOp EL -183.6 k- -3.5' 8 "W Top ELF -183.8 36 LF 12" CPEP @ 0.014 FT /FT 20 +00 i CB -5 STA 20 +41.2 TYPE 1 CONC INLET SOLID LID. RIM EL -185.2 PROFILE ALONG NEW STORM LINE (Appx) W 12 IE= 181.00 E 12" IE= 181.00 /FILL LOW AREA AS NEEDED, \/APPX 1 FT TO MAINTIAN ��� MIN 2.5 FT COVER \CB -4 STA 21 +40.8 3'L \ _ F+. „_ TYPE 1 CONC INLET 99 LF 12" CPEP @ 0.111 FT/FT 21 +00 m + ON � mil ¢3 N x �z Nz ¢ 11• x U m ,I3 U w Q < I J O O N Li N ' N O U 1 (n O N SCALE: Horz. 1" = 20' Vert. 1" = 5' - 190 - 185 :I m ��m C;? I - o�`� PROFILE ALONG NEW STORM LINE (Appx) W 12 IE= 181.00 E 12" IE= 181.00 /FILL LOW AREA AS NEEDED, \/APPX 1 FT TO MAINTIAN ��� MIN 2.5 FT COVER \CB -4 STA 21 +40.8 3'L \ _ F+. „_ TYPE 1 CONC INLET 99 LF 12" CPEP @ 0.111 FT/FT 21 +00 m + ON � mil ¢3 N x �z Nz ¢ 11• x U m ,I3 U w Q < I J O O N Li N ' N O U 1 (n O N SCALE: Horz. 1" = 20' Vert. 1" = 5' - 190 - 185 :I m ��m Wf W x I a o�`� vx m / w ol x U U wµf C3 00 170.00 _ I to m m III E 12" IE= 170.00 N I a - 175 I I M' J w N FILL LOW AREA AS NEEDED, N } APPX 1 FT TO MAINTIAN X c ° I MIN 2.5 I RIM EL-160.6 c O�� //� F+ S N_Z j_ Cod' ¢ Y y Y /- PROFILE ALONG NEW STORM LINE (Appx) W 12 IE= 181.00 E 12" IE= 181.00 /FILL LOW AREA AS NEEDED, \/APPX 1 FT TO MAINTIAN ��� MIN 2.5 FT COVER \CB -4 STA 21 +40.8 3'L \ _ F+. „_ TYPE 1 CONC INLET 99 LF 12" CPEP @ 0.111 FT/FT 21 +00 m + ON � mil ¢3 N x �z Nz ¢ 11• x U m ,I3 U w Q < I J O O N Li N ' N O U 1 (n O N SCALE: Horz. 1" = 20' Vert. 1" = 5' - 190 - 185 :I m ��m II II �I A I � N Z U U m 00 x U U wµf W 12" IE= 170.00 _ I (J III PROFILE ALONG NEW STORM LINE (Appx) W 12 IE= 181.00 E 12" IE= 181.00 /FILL LOW AREA AS NEEDED, \/APPX 1 FT TO MAINTIAN ��� MIN 2.5 FT COVER \CB -4 STA 21 +40.8 3'L \ _ F+. „_ TYPE 1 CONC INLET 99 LF 12" CPEP @ 0.111 FT/FT 21 +00 m + ON � mil ¢3 N x �z Nz ¢ 11• x U m ,I3 U w Q < I J O O N Li N ' N O U 1 (n O N SCALE: Horz. 1" = 20' Vert. 1" = 5' - 190 - 185 :I RECOMMENDED FOR APPROVAL BY Daniel Carey 9/6/12 ORIGINAL PLAN STAMPED BY AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 NO. 22 +00 - 150 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERALNOTES 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -). 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. C = PLUG EX PIPE CONSTRUCTION NOTES Ol 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. O2 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. RESTORE AFTER CONSTRUCTION. 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. TYPICAL TRENCH BEDDING AND BACKFILL ( ALL SHEETS ) (NITS) TRENCH EXCAVATION PAY LIMIT 5' -0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH 4 4 4 ° BACKFILL MATERIAL ° d: e WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF I MEETS SPECS. 4 ° E 4 d d ° ° d ° 4 PIPE ZONE MATERIAL ° WSDOT 2006 SECTION 9- 03.12(3) 12" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE 6 "MIN T EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) i d DEPTH AS APPROVED BY ENGINEER 4 4 ° BACKFILL WITH FOUNDA 77ON MATERIAL MEE77NG 4., WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT PIPE ZONE MATERIAL TO 959 MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPAC77ON WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. 2" IE TO MATCH SIFT 4 DWC 11/15/12 DWC PACE En rE vemcv: x+w ie® o m 9 As Noted :: CITY OF DWC 'm >s R E N TO N DWC oxE n DATUM ° JS, DWC AT "A Planning /Building /Public Works Dept. iP xor «a ixw REVISION BY DATE APPR "" RJS Dm_363903 Revision-1 wee STEVENS AVE NW / LIND AVE NW 9 -7 -2012 STORM SYSTEM IMPROVEMENT PROJECT PII.£ auwwc w. REWON ST ROW 3 «:5 �, D -363 SOLID LID RIM EL -174.4 �I W 12" IE= 170.00 III E 12" IE= 170.00 - 175 I I FILL LOW AREA AS NEEDED, CB -3 STA 22 +48.1 2.8'R - 170 APPX 1 FT TO MAINTIAN TYPE 2 48" I MIN 2.5 FT COVER RIM EL-160.6 F+ SW 8" IE -158.0 j_ Cod' W 12" IE =156.5 N 12" ]E=156.0 "SS - 165 8 12 "SD 107 LF 12" CPEP O 0.126 FT /FT 8 "SS Loc Appx 0'I I o - 155 REMOVE 4 "W IF NEEDED "w PLUG ENDS 4 Abnd Appx Loc Appx SSMH RECOMMENDED FOR APPROVAL BY Daniel Carey 9/6/12 ORIGINAL PLAN STAMPED BY AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 NO. 22 +00 - 150 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERALNOTES 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -). 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. C = PLUG EX PIPE CONSTRUCTION NOTES Ol 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. O2 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. RESTORE AFTER CONSTRUCTION. 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. TYPICAL TRENCH BEDDING AND BACKFILL ( ALL SHEETS ) (NITS) TRENCH EXCAVATION PAY LIMIT 5' -0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH 4 4 4 ° BACKFILL MATERIAL ° d: e WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF I MEETS SPECS. 4 ° E 4 d d ° ° d ° 4 PIPE ZONE MATERIAL ° WSDOT 2006 SECTION 9- 03.12(3) 12" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE 6 "MIN T EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) i d DEPTH AS APPROVED BY ENGINEER 4 4 ° BACKFILL WITH FOUNDA 77ON MATERIAL MEE77NG 4., WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT PIPE ZONE MATERIAL TO 959 MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPAC77ON WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. 2" IE TO MATCH SIFT 4 DWC 11/15/12 DWC PACE En rE vemcv: x+w ie® o m 9 As Noted :: CITY OF DWC 'm >s R E N TO N DWC oxE n DATUM ° JS, DWC AT "A Planning /Building /Public Works Dept. iP xor «a ixw REVISION BY DATE APPR "" RJS Dm_363903 Revision-1 wee STEVENS AVE NW / LIND AVE NW 9 -7 -2012 STORM SYSTEM IMPROVEMENT PROJECT PII.£ auwwc w. REWON ST ROW 3 «:5 �, D -363 rn CID ti N 1 IA. v! a �I 78 /I E13-/ IDAR K u ,5 "DEG. eCONC. BORDER SSMH RIM = 195.71 tE8" CL CONC. J �j GONG. Imo - VDIA.HEDGE GONG. COLUMN 1 3'DIA ^HEDGE L 6 DI #465 #501 #505 L #509 #513 I� EX CB RI = 179.30 IS 6 "CONO.(N )= 178.10 LOB STEVENS AVE N REMOVE EX CB =1 8. N= 181811.10 PLUG 12" N 6638 -4.13 M/W r• E= 1296841.87 N =182146.73 ELEV.= 187.02 EX CB RIM = 183.93 EX CB RIM = 180.88 E= 1296842.62 IS 12 "CONC.(N,S)= 181.98 EX CB RIM = 182.23 \ IE 8 "CONC.(N)= 178.98 ELEV.= 179.48 PLANTER AREA' SSMH RIM = 187.34 \ IE 12 "CONC.(S,E)= 178.53 \ / IS CL 8" CHAN.(N,S)= 179.94 \ 4•DIA.HEDGE O 2 1 �61>\ EX CB RIM 179.74 _ IE 4 %ONC(SW) «178.0 l 's` - 6 "FIR - - 8 °C0 NC(S)=177. 4 ,'," ® p36.5' -�� VA uo _ .e6' �- �a�BORDER� 12 ".115 -I 12 "CONC.(M =177.74 = �� / V 6 °CEDATi- -ias -- CEDA - 7 r WOOD BORDER O ASPH. isx ASPH. -190 - - - - `6'DIA.HEDGE l ( ASPH. g ti / ASPH. �� �` 1\ e l M it Bpxs - - - - ':sa-- U. -_ -.- _._Mail Ban - X68 --- - -- - IT /'aO 6 ",8 °DEC. "_ - .__.Tax- ASPH. Eaxa 1 Q 1 - -:s2- _A.MEDGE _ ss S s ui _ � �' �uT Mad Boxs so GP r'- DSO_ -ss - ` ^ So w - z�3 CB -6 - 13 +00� Abnn 4s>L 13 +90 CB -14 -� 14 +00 CB -1 \ - - - � V AbnJ 4'S�YIM � _ w w .�W 8• Cl WM s G G r w w w 8" CI WM - .Mail Boxs l, - G l' _ - ASPH. GRAVEL G GRAVEL G _ r - -- Y _ _ GONG. -�i ao� -r -4 4'WGOD FENCE P CB -7A N= 181616. 1 CB -5 'a^ 7 ELEV.=1 4 \ 6'CONC. WALL 85 ELEV. 19 85 DRIVEWAY - DO NOT 0 m CP# 7 6638 -3.7 M/W N= 181643.63 \ I^ E=1296833.84 ELEV.= 194.22 EV.=1 4.22 4'WOOD FENCE GRAVEL EX CB RIM = 187.09 IE 12 "CONC.(N,S)= 185.19 o CONC. WALL -�/ #500 sa - _P -_�� EM P P P -_ (gyp( -� HEDGE -i - -CB- � +00 - 11 - - - - t - - - 11+ 0 - - - - _ - 12 +00 INT EX CB RIM = 193.76 - IE 12•CONC. N,S,W =1 /I E13-/ IDAR K u ,5 "DEG. eCONC. BORDER SSMH RIM = 195.71 tE8" CL CONC. J �j GONG. Imo - VDIA.HEDGE GONG. COLUMN 1 3'DIA ^HEDGE L 6 DI #465 #501 #505 L #509 #513 I� EX CB RI = 179.30 IS 6 "CONO.(N )= 178.10 LOB STEVENS AVE N REMOVE EX CB =1 8. N= 181811.10 PLUG 12" N 6638 -4.13 M/W r• E= 1296841.87 N =182146.73 ELEV.= 187.02 EX CB RIM = 183.93 EX CB RIM = 180.88 E= 1296842.62 IS 12 "CONC.(N,S)= 181.98 EX CB RIM = 182.23 \ IE 8 "CONC.(N)= 178.98 ELEV.= 179.48 PLANTER AREA' SSMH RIM = 187.34 \ IE 12 "CONC.(S,E)= 178.53 \ / IS CL 8" CHAN.(N,S)= 179.94 \ 4•DIA.HEDGE O 2 1 �61>\ EX CB RIM 179.74 _ IE 4 %ONC(SW) «178.0 l 's` - 6 "FIR - - 8 °C0 NC(S)=177. 4 ,'," ® p36.5' -�� VA uo _ .e6' �- �a�BORDER� 12 ".115 -I 12 "CONC.(M =177.74 = �� / V 6 °CEDATi- -ias -- CEDA - 7 r WOOD BORDER O ASPH. isx ASPH. -190 - - - - `6'DIA.HEDGE l ( ASPH. g ti / ASPH. �� �` 1\ e l M it Bpxs - - - - ':sa-- U. -_ -.- _._Mail Ban - X68 --- - -- - IT /'aO 6 ",8 °DEC. "_ - .__.Tax- ASPH. Eaxa 1 Q 1 - -:s2- _A.MEDGE _ ss S s ui _ � �' �uT Mad Boxs so GP r'- DSO_ -ss - ` ^ So w - z�3 CB -6 - 13 +00� Abnn 4s>L 13 +90 CB -14 -� 14 +00 CB -1 \ - - - � V AbnJ 4'S�YIM � _ w w .�W 8• Cl WM s G G r w w w 8" CI WM - .Mail Boxs l, - G l' _ - ASPH. GRAVEL G GRAVEL G _ r - -- Y _ _ GONG. -�i 4'WGOD FENCE P CB -7A CB -5 'a^ 7 \ 6'CONC. WALL oN DRIVEWAY - DO NOT BLOCK OR USE m I^ 4'WOOD FENCE GRAVEL -�/ #500 GONG. 18• STUMP Cap EX CB RIM =1 1 3� IE 8 "CONC.(E) =1 .39 CP# 12 EX SDMH RIM = 181.45 -3.12 M/W IE 12 °CONC.(W) =1 -181967.23 IS 12 °CONC.(S) =, 6.45 2,A262 80 12•C NC.(E) =1 4.65 .V =183.30 IS 8°CONC.( W)NOT F UND #508 ex ie wne Grate Top EL =160.67 #512 I EC. CONC. BORDER J 3'DIA.HEDGE - ❑ CB -11 C III rxs l 3 GONG. s v � 6'DIA.HEDGE 6'DIA.HEDGE - CONIC. BORDER IF CL PLUG AND ABANDON EX SO AFTER NEW SYSTEM IS WORKING #516 /CI 12" SPRUCE RIM = 179.47 ,S,W)= 170.87 #520 I I P T aB -10 CO'I WALL EX CB RIM =I IE 18•HDPE(N,S)- a WOOD �� ��- -rsz -� I BURIED CB J AND SO LINES LOC APPX EX CB RIM = 177.25 IS 12 "CONC.(S)= 174.95 IE 18 °HDPE(N)= 173.95 1 WA POO Scale in Feet CALL 48 HOURS BEFORE YOU DIG PROFILE ALONG STEVENS AVE ROW CENTERLINE CB -12A STA 14 +40 25.8'R 1 - 800 - 424 -5555 CONC INLET CB -11A STA 14 +96.1 4.3'L CB -11B STA 14 +88.5 27'R CB -11C STA 15 +19.4 24'R 22 LF 12" DI ® 0.011 FT /FT SCALE: Harz. 1" = 20� RIM EL= 181.40 CONC INLET CONC INLET CONC INLET Vert. 1" = 5' 22 LF 12" CPEP E -4 "ADS IE- 177.12 RIM EL- 180.85 RIM EL- 181.34 RIM EL- 181.20 ® 0.001 FT /FT W 8" IE= 177.12 E 8" IE= 178.60 N 8" IE= 179.30 S 8" IE= 179.40 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, 190 E 8" IE =179.30 CB 7 CB -7A STA 12 +23.7 19.3'R NOT ALL UTILTIES MAY BE SHOWN. TYPE 1 VANED GRATE REMOVE EX CB CB -12 REMOVE EX CB CB-1 1 POTHOLE GAS, ADJUST /EX CB RIM-181.39 Grate CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. RIM EL-18z1 i Top EL =18087 \ CB LOCS AS NEEDED, W 12 IE 185.25: P ° *'" Sob / : : i1 4 "W Abnd AS CONFIRM LOCS w /CITY p Cm pwt Loc P UT no Appx 185 UT o o ° MIN 6 -INCH SEPARATION, PLACE 180- Oa ?ws ? 0 Q /[/ -180 LOC Appx A 6- INCHES OF ENSOLITE PADS OVER 8 "W O o I r - GAS A 2 "GAS I ��4 °ADS FROM CAR PORT LOC Appx v Top EL Est -184.3 3 TOP EL- 177.46 " FT 31 LF 8 DI ® 0.003 FT a's 6 LF 8° DI O z "GAS FT/ FT NOTES LOG Appx 4"W Aland ~35' ® 0.017 FT /FT Top e6M178.5 Lot Appx 8'w _ CONNECT LATERAL : -175 1 75 4 W Aland 2 °GAS 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. Top EL Est -184.5 Loc Appx Top EL -178.89 - 3 LF 4 "- 6" ADS 8"W To8.5 15 +00 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE 8 ^W AND COUPLING, OR 24 LF 8" DI 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -). : ADJUST CB -13 LOC TO FIT LATERAL AND GAS Top EL-179.35 FERNCO COUPLING. 2 0.033 FT /FT MIN 6 -INCH SEPARATION, PLACE 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. LOC. CONNECT EX LATERAL WITH NEW 6 "CB -7 . CONC STA 12 +23.2 2.7'L OR FIELD FIT WITH 6' -8' ADS AND FERNCO 6- INCHES OF ENSOLITE PADS OVER 8"W GONG INLET ::. COUPLING. :: :.:.:... RIM EL= 187.1_..... C =PLUG EX PIPE S 12" IE= 185.19 ex CB -6 STA12 +58.8 3.9'R CB -12 STA 14 +35.1 3.5'R CB -11 STA 14 +95.5 3.4'R E 12 E=185.0 TYPE 2 48" CB -14 STA 13 +70.9 4.7'L CB -13 STA 14 +12.4 2.6'L TYPE 2 48" NO SUMP TYPE 2 48" CB -10 LOC APPX, REMOVE EX CB N 12" IE 185.0 RIM EL -187.1 CONC INLET CONC INLET RIM EL -182.6 RIM EL -181.0 LOCATE ON CENTER OF EX SO CONSTRUCTION NOTES W ex 6" IE -185.0 RIM EL= 183.95 RIM EL -183.0 S 12 IE= 179.00 W 8" IE= 178.50 Ex -6 "cone Lateral S 12" IE= 184.35 N 12 IE= 181:50 W 6" IE -180.3 ex E 12 111=177.10 E 8" IE= 178.50 CB -10A STA 15 +68.4 3.81 CB -10 STA 15 +96.5 2.1'R 190- E 12' IE= 181.50 S 12" IE= 180.20 N 12 IE= 177.10 S 12" IE= 176.90 CONC INLET TYPE 2 48" Ql 1. TEMP EROSION CONTROL INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S ::. N 12" IE-180.00 N 12" IE= 176.90 :.RIM EL-179.7 RIM " IE=17 REMOVE EX CB 10 S 4 ". IE =178.0 ex SW 8" IE= 177.30 INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. I Ex. Ground REMOVE EX CB PLUG 12" S CONNECT N 12 IE -177.9 S 12" IE- 176.65 LATERAL N 12" IE- 176.65 ex O2 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, - - - - ___ _ PLUG 12" S REMOVE " CB -185 Eateral nc MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. 185 o -- - -- I _ PLUG 12° N REMOVE EX SD _. -- -- - -- --- -------- - - - - -- Ex. Ground Lateral RESTORE AFTER CONSTRUCTION. i I I o - - -- � 12 °SD _ w I - - -- p6 owaa a -letse :. REMOVE EX CB 28 LF 8" DI LOC Appx GAS UT -- ----- ------�. _ caa Et -ns.os PLUG 12" S 0.0.21 FT /FT 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING __ - -- - -- Loc Appk p GAS Loc Appx _ W a-1J &B4 BURIED CB UT n -news NEW STORM SYSTEM IN FRONT OF THEM. : -- - -- - -- I : LOC Appx LOC Appx o I EST IE-175.60 180- _ LI - - - - - -- PP - -_ - I Ex 12 °SD -180 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. E - - - - -- _ -- - -- _ w ° I h - - -- 8 "SS - - - -- Lac Appx GAS - ° LL °o - - -- Fx 1_SD -- -_. --. =� Ex. Ground O5. REMOVE EX TYPE 1 CB / ABANDON EX TYPE 2 CB. : -- Loc App x - - - - -- - - - - - =- - - - -- 35 LF 92" DI ® 0.019 FT /FT - -__ O 10 10. CONNECT LATERAL, SEE CONNECTION FOR CB -6 - -rts'- x Unk Loc Appx UT wLOC Appx 0 - -o I FOR GENERAL PROCEDURE. ..175- :: ��- - - - -__ H oc Appx 175 42 LF 12" DI ® - - - - -_ -5-- 0.031 FT FT Appx - SSS_- _SSS - - -- 6 "CI WM GAS FT/ FT LF 12" CPEP --LSC AeP><iecl+tzex_- o LOC Appx LOC Appx O 0.043 FT /FT - -- 170 60 LF 12" CPEP : 101 LF 12" CPEP 'Zac- Appx_ - -- - 1 70 12 +00 13 +00 14 +00 ® 0.0033 FT /FT 15 +00 0 0.0024 FT /FT - 16 +00 RECOMMENDED l FOR APPROVAL .ge BY aM� s3�ONAl� BY �I�/2JIZ D=363904 PACE Engr �rors�arrrlK'iu:wn isei% As Noted +w+ CITY OF STEVENS AVE NW / LND AVE NW 9-7 -201 wC �? �- R E N TO N MI STORM SYSTEM PROVEMENT PROJECT DWG WE esx prnnxc nu W DATUM P STEVENS AVE M 4 RJS, DwC "T `u" °.` Planning/Building/Public Works De t. 61gf WE aKM REVISION BY DATE APPR RJS - 5 D -3633 rn N I . i 3 RIM = 187.09 .(N,S)= 185.19 p HEDGE #465 #501 #505 #509 " 8 STEVENS A VE M III" _j 6 N= 181811.10 L__�1 E= 1296841.87 ELEV.= 187.02 EX CB RIM = 183.93 EX CB RIM = 180.88 PLANTER AREA IE 12 "CONC.(N,S)= 181.98 EX CB RIM = 182.23 IE 8 "CONC.(N)= 178.98 SSMH RIM = 187.34 IE 12 "CONC.(S,E)= 178.53 IE CL 8" CHAN.(N,S)= 179.94 4'DIA.HEDGE i 35 - -194 _ 6'FlR S ® 6. BORDER 12',15 _ 'BS �. __ � �,• -- -r _ I __ TASPH.. � / 6'CEDAR- -Iae -- �CEDd >1 w, __ / WOOD BORDER ASPH. / - - -- �'- 6•DIA.yE E � o .lso __ - __ _ ASPH. N ASPH. 6 DIA.HEDG 4 1 BO %9 �- BO%9 UT - - 'uT Mail Bo %s b. •. 59. SD <� gym- CB -6 13 +00\ 13 +50 CB -14 1 - • • ••- j "�•`'^ • - - \ Abnd 4 "SR WM g 4 +OG _• CB'i .' .� ;:• .' -.` GRADE I' 8' CI m' x rye _ s / � w G_,�Akd BO%9 D '•' ASPH. _171_LRAVEL 6: - CONC. a O I L 4'WOOD FENCE ® J CB -7A "-3 CB -5 -'.a.- T WCONC. WALL o I o �_laz -I 4 4'W000 FENCE GRAVEL_ \�YYY��� s .,6a I #500 h alp / 1 � °= SSMH RIM-176.77 CP# 11 °x 1ja -- IE CL 8" CHAN.(N,S,E)= 166.27 6638 -3.11 R/C m N= 181814.45 E= 1296979.01 nn CONQQ r>s. ELEV =174.8 BLOCIk 15'E. O INK FENC I a `+B- / l�r 17"- 6 °A PILE R 8I 'FlR� O7 6'WOOD FENCE 6 1 20-DEC. O D 1 � I C ° I12'DEC. �` SHED 'w 6bEQ. 6'W NCE 8'DEC. / "X4° WOOD POST I� S I`'6e- -- _ 4 X4 "WOOD POST #503 l' s� CI O O o m EX CB RIM = 160.48 0 4'CONC.(S)= 159.48 z- - 12'CONC.(N)= 159.1- \° ASPH. \ lr OO 31 +00 1 20 ` b+1 NT -- -w w SSMH RIM = 160.'2 -SSMH RIM =160.2 ASPH IE CL S" CHAN.(N,S,W)= 153.'62 POWER OUTLETS C 6638 -3.10 M/ N= 181820.80 E= 1297091.43 ELEV. = 160.61 Cn _ 3' WOOD FENCE 1°%1 0 -I60- -16M1- _ q of BOxa - -laz- 9 CONIC ASPH. v' LAD-"E NW #509 #515 EX CB RIM = 153.50 _ IE 12 "C NC.(N,S)= 152.00' P# 9 FOUND 1/2 "I .P. ELEV.= 152.91 CONIC. KEYSTONE WALL SD 0 65' FOUND 1 °I. 6'WOODFENCE __XEYSTDNJNALL -a --162 - loo- . 16oW00 BORDER- �--. �lsa� E :�•: '. 4 / 1 °STEEL / 1 "STEEL POST RECOMMENDED FOR APPROVAL BY ��' /Z �,z�SFOISTEP�O�`1�� SIONALEN BY NO. 10" /• ./ GRADE BREAK \ #513 REMOVE EX ASPHALT AND 2EGRADE / �- EX CB RI IE 6'CONC.(N = 179.30 )= 178.10 / s w 8' C1 WM w 663B -4.13 M/W G•. GRAVEL c _ _ y _ - - / CB-1 I E= 1296842.62 Mail Boxso _x_ -_x ELEV =179.48 18 "STUMPCO1 GS 181_40- /• CONC. o IE 4 "CONC(SW) -178.0 CONQ. _ _ E 8 "CONC.(S = 177.84 _ °o 12"CONC.(N = Y77.74 CONIC. CI EX CB RIM =1 1 39 CONIC. 6•DIA.HEDGE ^ C EL- 181.40 I IE 8 "CONC.(E) =1 .39 EL- 181.34 R K I0o CP# 12 EX SDMH RIM = 181.45 5•6IA.HEDGE C6-10A 6Y 6638 -3.12 M/W IE 12 "CONC.(W) =1 ONIC j'^t '-1 CONIC. BORDER N= 181967.23 IE 12" NC.(S)= 1.6.45 -_ r Dr 170.87 E- 6866 @ 4.65 __ D E EV =183.30 IE 12 °C NC.(E) =1 IE 8 "CONC.( W)NOT F UND -4'ADS Pi ev IT c.E #508 Top cL=180s7 #512 LAD-"E NW #509 #515 EX CB RIM = 153.50 _ IE 12 "C NC.(N,S)= 152.00' P# 9 FOUND 1/2 "I .P. ELEV.= 152.91 CONIC. KEYSTONE WALL SD 0 65' FOUND 1 °I. 6'WOODFENCE __XEYSTDNJNALL -a --162 - loo- . 16oW00 BORDER- �--. �lsa� E :�•: '. 4 / 1 °STEEL / 1 "STEEL POST RECOMMENDED FOR APPROVAL BY ��' /Z �,z�SFOISTEP�O�`1�� SIONALEN BY NO. 10" #516 #521 EX C RIM = 149.92 IE 12'CONC. N,S)= 147.52 IE 24 °C P(E)= 139.42 If 12 °CON .(W)= 139.42 Bas #520 #529 3 I e� 0 J BURIED CB j AND SO LINES LOC APPX EX CB RIM = 177.25 IE 12 "CONO.(S)= 174.95 IE 18 "HDPE(N)= 173.95 �E. "q 1 6 / GONO t G - -152 - / 50 / J 0 Y I A2kOO •. -, • :,•• ,:.{ = ASPHALT PATCH (SUBJECT TO ADJUSTMENT) = SLOPE / FLOW ARROW RESTORATION NOTES 1. TRENCH PATCH SHALL BE PER CITY STD DETAIL 110, 110.1. PATCH SHALL MATCH GRADE AND EXTENT OF EXISTING ASPHALT. ALL AREAS SHALL BE GRADED TO DRAIN. O2 2. FORM ASPHALT CHUTE /BERM AT EDGE OF PAVEMENT TO MATCH EXISTING CHUTE /BERM. O3 3. FORM ASPHALT BERM OR EDGE. MATCH EXISTING IF PRESENT ® 4. RESTORE GRAVEL AND SOD WHERE PRESENT NEXT TO PAVEMENT AND AROUND CB's, MATCH EXISTING. O5 5. RESTORE ANY DAMAGE TO EDGE OF GRAVEL DRIVE /PARKING AREA. © 6. FILL LOW AREA AS NEEDED TO MAINTIAN COVER OVER NEW SD, TAPER FILL INTO EX GRADE. O 7. ROW AREA: SMOOTH AND RAKE DISTURBED SOIL TO BLEND INTO EX GRADE. RESEED WITH GRASS MIX. APPLY STRAW MULCH OVER BARE AREAS. ® 8. REPAIR CONC DRIVEWAY, IF DAMAGED BY CONSTRUCTION: INCLUDES PLAIN CONC AND EXPOSED AGGR CONC. INCLUDES SAWCUT, REMOVE EX CONC, INSTALL NEW CONC TO MATCH EXISTING. GRADING DETAIL: CB -12A TO CB -11C /• ./ GRADE BREAK \ #513 REMOVE EX ASPHALT AND 2EGRADE / �- EX CB RI IE 6'CONC.(N = 179.30 )= 178.10 / s P# 13 8' C1 WM w 663B -4.13 M/W G•. N= 182146.73 - / 2' I E= 1296842.62 _x_ -_x ELEV =179.48 GS 181_40- EX CB RIM = 179.74 IE 4 "CONC(SW) -178.0 G _ E 8 "CONC.(S = 177.84 - -184- -I 12"CONC.(N = Y77.74 all Bus n CI -p- CONIC. 6•DIA.HEDGE ^ C EL- 181.40 I 0 RIM EL- 181.34 R K I0o ASPH. - -1e2- 5•6IA.HEDGE C6-10A 6Y 12 °SPRUCE ONIC j'^t '-1 CONIC. BORDER SSMH RIM = 179.47 ur -_ r Dr 170.87 __ D S #516 #521 EX C RIM = 149.92 IE 12'CONC. N,S)= 147.52 IE 24 °C P(E)= 139.42 If 12 °CON .(W)= 139.42 Bas #520 #529 3 I e� 0 J BURIED CB j AND SO LINES LOC APPX EX CB RIM = 177.25 IE 12 "CONO.(S)= 174.95 IE 18 "HDPE(N)= 173.95 �E. "q 1 6 / GONO t G - -152 - / 50 / J 0 Y I A2kOO •. -, • :,•• ,:.{ = ASPHALT PATCH (SUBJECT TO ADJUSTMENT) = SLOPE / FLOW ARROW RESTORATION NOTES 1. TRENCH PATCH SHALL BE PER CITY STD DETAIL 110, 110.1. PATCH SHALL MATCH GRADE AND EXTENT OF EXISTING ASPHALT. ALL AREAS SHALL BE GRADED TO DRAIN. O2 2. FORM ASPHALT CHUTE /BERM AT EDGE OF PAVEMENT TO MATCH EXISTING CHUTE /BERM. O3 3. FORM ASPHALT BERM OR EDGE. MATCH EXISTING IF PRESENT ® 4. RESTORE GRAVEL AND SOD WHERE PRESENT NEXT TO PAVEMENT AND AROUND CB's, MATCH EXISTING. O5 5. RESTORE ANY DAMAGE TO EDGE OF GRAVEL DRIVE /PARKING AREA. © 6. FILL LOW AREA AS NEEDED TO MAINTIAN COVER OVER NEW SD, TAPER FILL INTO EX GRADE. O 7. ROW AREA: SMOOTH AND RAKE DISTURBED SOIL TO BLEND INTO EX GRADE. RESEED WITH GRASS MIX. APPLY STRAW MULCH OVER BARE AREAS. ® 8. REPAIR CONC DRIVEWAY, IF DAMAGED BY CONSTRUCTION: INCLUDES PLAIN CONC AND EXPOSED AGGR CONC. INCLUDES SAWCUT, REMOVE EX CONC, INSTALL NEW CONC TO MATCH EXISTING. GRADING DETAIL: CB -12A TO CB -11C /• ./ GRADE BREAK \ - REMOVE EX ASPHALT AND 2EGRADE / �- TO DRAIN TO NEW.,6C6`S' / s ADJUST ELEVATIONS SLOPES AS NEEDED 8' C1 WM w G•. - / -11G R�EREA I _x_ -_x GS 181_40- 81.30 G G . DII BO S all Bus n CI CONIC. 6•DIA.HEDGE ^ C EL- 181.40 I 0 RIM EL- 181.34 R K I0o 6' DIA.HEDGE 12 °SPRUCE ONIC CONIC. BORDER SSMH RIM = 179.47 SDIA.HEDGE IF CL 8 "CHAN(N,S,W)= 170.87 #516 #521 EX C RIM = 149.92 IE 12'CONC. N,S)= 147.52 IE 24 °C P(E)= 139.42 If 12 °CON .(W)= 139.42 Bas #520 #529 3 I e� 0 J BURIED CB j AND SO LINES LOC APPX EX CB RIM = 177.25 IE 12 "CONO.(S)= 174.95 IE 18 "HDPE(N)= 173.95 �E. "q 1 6 / GONO t G - -152 - / 50 / J 0 Y I A2kOO •. -, • :,•• ,:.{ = ASPHALT PATCH (SUBJECT TO ADJUSTMENT) = SLOPE / FLOW ARROW RESTORATION NOTES 1. TRENCH PATCH SHALL BE PER CITY STD DETAIL 110, 110.1. PATCH SHALL MATCH GRADE AND EXTENT OF EXISTING ASPHALT. ALL AREAS SHALL BE GRADED TO DRAIN. O2 2. FORM ASPHALT CHUTE /BERM AT EDGE OF PAVEMENT TO MATCH EXISTING CHUTE /BERM. O3 3. FORM ASPHALT BERM OR EDGE. MATCH EXISTING IF PRESENT ® 4. RESTORE GRAVEL AND SOD WHERE PRESENT NEXT TO PAVEMENT AND AROUND CB's, MATCH EXISTING. O5 5. RESTORE ANY DAMAGE TO EDGE OF GRAVEL DRIVE /PARKING AREA. © 6. FILL LOW AREA AS NEEDED TO MAINTIAN COVER OVER NEW SD, TAPER FILL INTO EX GRADE. O 7. ROW AREA: SMOOTH AND RAKE DISTURBED SOIL TO BLEND INTO EX GRADE. RESEED WITH GRASS MIX. APPLY STRAW MULCH OVER BARE AREAS. ® 8. REPAIR CONC DRIVEWAY, IF DAMAGED BY CONSTRUCTION: INCLUDES PLAIN CONC AND EXPOSED AGGR CONC. INCLUDES SAWCUT, REMOVE EX CONC, INSTALL NEW CONC TO MATCH EXISTING. GRADING DETAIL: CB -12A TO CB -11C PACE En r x�m 1s� AS Noted CITY OF wlmaxru: wa ,vm / +avl Q3 1•r DWQ .� RENTON CMYIIL DWC 1 ar¢ xa DATUM a v5, DwC AT iRT Planning /Building /Public Works Dept. r W OW Ox:x REVISION BY DATE APPR C°"a"ar R.IS TYPICAL CROSS - SECTION EAST EDGE TRAVEL LANE REGRADED PARKING STRIP D= 363905 STEVENS AVE NW / LIND AVE NW STORM SYSTEM 1IMPROVEMENT PROJECT RESTORATION PLAN 9 -7 -2012 .. 5 an: a:5 _ Abnd 4 STL ON REMOVE EX ASPHALT AND 2EGRADE / TO DRAIN TO NEW.,6C6`S' ADJUST ELEVATIONS SLOPES AS NEEDED - / _x_ -_x GS 181_40- 81.30 -_ DII BO S CB 12A CB -11B CB -11C RIM EL- 181.40 I 0 RIM EL- 181.34 RIM EL- 181.20' ---_� PACE En r x�m 1s� AS Noted CITY OF wlmaxru: wa ,vm / +avl Q3 1•r DWQ .� RENTON CMYIIL DWC 1 ar¢ xa DATUM a v5, DwC AT iRT Planning /Building /Public Works Dept. r W OW Ox:x REVISION BY DATE APPR C°"a"ar R.IS TYPICAL CROSS - SECTION EAST EDGE TRAVEL LANE REGRADED PARKING STRIP D= 363905 STEVENS AVE NW / LIND AVE NW STORM SYSTEM 1IMPROVEMENT PROJECT RESTORATION PLAN 9 -7 -2012 .. 5 an: a:5 i i I s i x DEC.(' "X4" WOOD POST (0 O �y,� � #503 #509 #463 I — 4 /POWER POST N /POWER OUTLETS A x . 0 CO) EX CB RIM = 161.18 = 16048 I FOUND 1/2 "I.P. ACTIVE IE 12 "CONC.(N,S,E)= 157.93 ° IS 4'CONC.(S)- 159.48 A I I I j EX SO KEPT ACT rn - a, CONC. KEYSTONE of ttg m _ i FOR PRIVATE LATERALS g WALL b NEW 8 "N AB =159 r� I 1� 3' WOOD FENCE ° SD ® 65' 6R \./ l ��' I °rn _6'W00>�FEN' \41 _ill - - I - - ASPH. \ '\ \ \_ _ _ I -� STO WAI ASPH. yl 1 UI — ' m I' 6exs _ � CONC �y GRAVEL G Bozs ®® i--L SD — --- - - - - -- CB -3� 30 +50 31 +00� D 20 �3> 32 +00 ��� - - -- - -- 1----- -__ - -- — I — - -- -- -L - - -- - - - - -� / / ASPH. SSMH RIM- 160.g2 ASPH. — I ASPH. IF CL 8" CHAN.(N,S,W) =15 62 0 / L8' DEC.` ^ ®/ ✓ �% 1 _ / CONCH \_� — � DECK �� —�,.� 0 6'DIA.HEDGE Lr&.# AV= 2"STEEL POST #472 0 40 i Z� WA � ;iii* Scale in Feet i #515 EX CB RIM = 153.50 _ IE 12 "CONC.(N,S)= 152.00 #521 EX CB RIM= IE 12 "CONC.(N S = IS 15 "CIP " (E)= OTREE SS AMAKInnnlrn MOVED L. FOUND 1 "I.P. \tl 10",2 -18" N LI� CEDAR -- - -4_— 1 "STEEL POS /_ (T ) AIR �p ^R�IELEA5 VALVE 0 EX CB RIM = 153.50 IE 12 "CONC.O(S) =152:00 ^ 6eN v #529 OEX SO ABANDONED PLUGGED, FILLED WITH 7 CY CDF L� RR /s \ DA: i i i J Ia aee/ 62 o �1s� ooc oa 6° 1 u o' INSTALLED -66 LF 15 "DIA // / Cast In Place LINER /-From SExCB to Outfall /j IE 24 "CMP= 134.70 SSMH RIM = 150.86 IF CL 8" CHAN.(N,S,SW)= 138.76 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES 1. ALL TYPE 2 OR'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISI 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -). 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. C =PLUG EX PIPE CONSTRUCTION NOTES Ol 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. O2 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. RESTORE AFTER CONSTRUCTION. 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. REVISION NOTES 1Q 1. SHOWED UT CONDUIT, GAS SERVICES AS LOCATED. MOVED CB -1 APPX 5'W, 0.5' N TO AVOID UT. REMOVE TREE AT #521 IF DAMAGED BY CONSTRUCTION. AS -BUILT NOTES < 1. CHANGES, ELs NOTED "AB ". 2 2. OLD LINE, POSSIBLE PHONE, CUT. 3 3. OLD SS COLLAPSED IN TRENCH. REBUILT -15' NEW 6" PVC AND CO. CHECKED FOR COMPLIANCE TO CITY STANDARDS Ronald J Straka Date 9/7/12 Date Date RECOMMENDED FOR APPROVAL BY Daniel Carey 912 BY ORIGINAL PLAN STAMPED AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 NO. M1L (CATED, CHANGED CB -1 DWC 11/15/12 DWG s" pACE Engr „ w,�;a, ,,, , STEVENS AVE NW / LM AVE NW 5 -3 -13 As Noted FO s CITY OF °W0 R E N TO N STORM SYSTEM IMPROVEMENT PROJECT REMOVED OLD DESIGN INFO, DWC 9-12-13 DWC I.II REMOVED SOME CONSTR INFO, NOTES. u auxmc nn DWC 1'p DATUM c�¢ «m: Ar 7 mom.. vuc Planning /Building /Public Works Dept. LM AVE NW — TAYLOR PL NW 2 RJS, DWC s xor one na REVISION BY DATE APPR " y - a 5 wvxvm: RJS 7 a M �� I �� li I 96 ® (IS tit, CID Ei M ss� ° I li, 04 cy) a / II 1 181 1 �I 3 � I° LO ljit Z LO r a000: / I I Iw 9, w '° z nb `N a or CD r� \ O w ZQ U U O 0 0 L[� Q L�J'I I °o °o II o \ w w 3 ° m ° + J e i� \ ° I x xa GP, l0 I sa n 6oJD x.10 M /P! I a _ _ - 181820. SG - n� �I �� �� xi h'��. 9709th3 r z ELEY.- 160 -61 qj ur w I _. 6,.�z __ -" \ \� 2+00 U T I,J N a IAbnd 4'STL WM i I °m m LSj < 1 3 I ^ ^NHEDGE J- of -oCaK FENCE o i S f \I I, IIII N I \ I I I I I III I I < ° f Iw 0 DWC 9-12-13 DWC Dw : DWC a NE Nm: RJS, DWC BY DATE I I \ 1 S + f +01� i a N Pi l l I Q Y w UI O + b N II II 1 EXTRUDED CURB a 311L /C RENTON ST ROW \ 3 r u _181B14 45 �a �" < �'< G t 1296979.01 d a V I_LC /.- 17480 FFF Q °ylm 1 II IQ ° I �i\ m= II w I = Q LATERAL LOC APPX. ADJUST CB LOC IF NEEDED, REVIEW WITH CITY BEFORE PLACING CB. CB -6 STA 20 +03.9 1.5'R TYPE 2 48" CONNECT LATERAL WITH ^-6 LF NEW RIM EL- 7.1 AB 186.86 5 "CONC, OR FIELD FIT WITH 6 " -8" W ex 6" I 1 4.8 AB 1e4.80 PROFILE ALONG NEW STORM LINE (Appx) SCALE: Hom. 1 = 20' ADS AND FERNCO COUPLING 10S 12" IE -1 50 AB 182.56 Vert. 1" 5' E 12" IE= 1. AB 181.76 -- 190 190 t2sD .. CB-5 STA 20 +41.2 .,., .,. _ -_ .. .: .:: MIN: 6 -INCH - TYPE :1: CONC INLET, SOLID: LID . . Ex-6 "Conc Lateral SEPARATION : RIM El.� 5,2 :AB 185.40 I - W 12 "IE -1 00 AB- 179.80 D - 4 "w Ae�a - E 12 IE 1 . AB 179.80' .. .. 185- .: - , Loc Appx. __ _ 85 1 :..... ...... .... uTj I ry p o Loc_Appxl I 1�V FILL LOW AREA AS NEEDED,:: ::: _ .. APEX 1 FT TO MAINTIAN MIN 2.5 FT COVER: 180 L . _ 180 { °J 2 GAS CB -4 5TA 21 +40.8 3'L - 11: .... SSMH Top EL-183.6 _ ... ek .: TYPE 1 CONC :INLET .. .. .. y . ..B "w ��3.5' ... :. cr °ono : : SOLID LID :.... : -.. :- ... .. .. RIM EL-1 74.4. ... :.. : ToP EL-1 83 8 .. .. .: .. .. .. -rl W 12' IF= AB 168.90 - . .a E 12' IE =J�6�Q AB- 168.80 -�� � -� � -�� - 175 175 36 LF 12 GPEP 0 0:054 FT/ .. ,R ,, MZFF ... - ..... .... ... .. '.E .. .. :.........:... ....... .:::: :. .: :: -:I ::: ... ... ....... .... ....... 170- 9s LF 12" :CPEP ®,O,1 TO FT /fT, FILL AREA AS NEEDED, CB 3;STA 31 +1.7 2 11 TL ... . in_ : -) APPX 1 FT TO MAINTAIN TYP.E2 48' - 170 - - t 1 MIN 2.5: FT COVER.. _ RIM EL 0.6 AB- 16D.67 : . F SW 8 IE 5 0' AB 157:67 .. c :: W 12" IE -1 5 AB =155:67 .: : ,... , 2" ,. .. 8. , I. � J .. :::. P�od.. 55:67: . : N 42': IE 56. : AB 1 :: ... ... .. ... .. .. .. ... .. ... 165- a,S5 - 165 ... 12 "SD 104 LF 12 CPEP ®' 0.126 F/FT k - 160 160 1 a °sS: n i j ... .. .. �: .. ... ... Loc.APPx . ... I ...... ... - ::::: : :...::::: ..... ...... .. ..... .... ..... ... : o: � I ..... d I II � 155 - .•.• .REMOVE 4 "W IF - NEEDED L. �� Inl. E "W 155 ..... : ....::.. 'PLUG ...... :::.... 4' W Abnd �-� vJ.: .: Loc Appx . . .. .. :.: .::: : .... ..... .... : Loc APPX . -... ... .: .. : .. SSMH: :: 150 150 20 +00 21 +00 22 +00 N 0 LL 0 1= N U N CD RECOMMENDED FOR APPROVAL By Daniel Carey 9/6/12 BY ORIGINAL PLAN STAMPED AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 N0. ED CB -6 S 12" IE TO M, AS -BUILT INFO, REMOVED OLD I D UP DRAWING, REMOVED SOME REVISION DWC 11/15/12 DWC J °""' PACE Engr D6CA4D DWC DWC 9-12-13 DWC Dw : DWC NE Nm: RJS, DWC BY DATE APPR "'P --JS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERALNOTES 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -). 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. C =PLUG EX PIPE CONSTRUCTION NOTES Ol 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. O2 2. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. RESTORE AFTER CONSTRUCTION. 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. AS -BUILT NOTES O 1. CHANGES, ELs NOTED "AB ". TYPICAL TRENCH BEDDING AND BACKFILL ( ALL SHEETS) (NITS) TRENCH EXCAVATION PAY LIMIT 5' -0" MAXIMUM SEE DETAIL FOR PA DEMENT PATCH BACKFILL MATERIAL 4 da WSDOT SECTION 9 03.19 BANK RUN GRAVEL, a ° . OR NATIVE MATERIAL IF IT MEETS SPECS. a 4 ° e G d 4 d d ° PIPE ZONE MATERIAL WSDOT 2006 SECTION 9- 03.12(3) 12" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE 6 "MIN T EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) 1 4 DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDA77ON MATERIAL MEE7ING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 959 MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. D- 363901 AS -BUILT SURVEY BY: 0 Touma Engineers and Land Surveyors Dan M Touma, PLS #38992 AS -BUILT As -built Survey Plans Stamped 4/22/2013 '°'' CITY OF STEVENS AVE NW / LIND AVE NW �9 -7 -2012 As Noted �? STORM SYSTEM IMPROVEMENT PROJECT >= RENTON ° puxv+D w I ME We DATUM Z Planning /Building /Public Works Dept. RMTON ST ROW J F Nor 0"E PMH ruE.r:coNDwccr sur. - or:5 rn M (+r) i ti N a r 'G CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES GENERAL NOTES 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS —). 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. C = PLUG EX PIPE CONSTRUCTION NOTES Ol 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. 92. PROTECT /SAVE ANY EX WOOD CRIBBING, LANDSCAPING, MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. RESTORE AFTER CONSTRUCTION. 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 4. PROVIDE TEMP STORMWATER BYPASS /PUMPING AS NEEDED. 0 5. REMOVE EX TYPE 1 CB / ABANDON EX TYPE 2 CB. 10 10. CONNECT LATERAL, SEE CONNECTION FOR CB -6 FOR GENERAL PROCEDURE. AS -BUILT NOTES O 1. CHANGES, ELS NOTED "AB ". < 2. UNK LINES, 2 — 1/2" BLACK LINES (PHONE ?), RIGHT BESIDE NEW CB. O3 3. UNK BURIED PIPE, BLACK, — 1 "DIA, —2 —FT DOWN. RECOMMENDED FOR APPROVAL BY Daniel Carey 9/6/12 BY ORIGINAL PLAN STAMPED AND SIGNED 9/7/12 BY: RONALD J. STRAKA PE# 29727 N0. D- 363908 JAIION IN FILLU DWC 12/18/12 DWC PACE En 9 r xamoxrw wn iev / +eai em.m: As Noted EMOVED OLD DESIGN INFO, DWC 9-12-13 DWC DWC EMOVED SOME CONSTR INFO, NOTES. MW DWC oXl E,�,� DATUM CXEGXm: �Ai iN1 5 £ RJS, DWC IF xor are Ixcx REVISION BY DATE APPR — 8"""L°1° y RJS A AS -BUILT SURVEY BY: 0 Touma Engineers and Land Surveyors Dan M Touma, PLS #38992 AS -BUILT As -built Survey Plans Stamped 4/22/2013 CITY OF STEVENS AVE NW / LIND AVE NW .9 -7 -2012 RENTON STORM SYSTEM IMPROVEMENT PROJECT P� Planning /Building /Public Works Dept. STEVENS AVE NW L LI