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HomeMy WebLinkAboutzD-2711SetI$ I CITY OF RENTON a A INIMMIlk Ovb'O"'kTEM PKOJECI' RENTON VILLAGE STOR T PROJECT SWP-27-2711 WHATCOM PEND ❑ REILL FERRY SKAGIT OKANOGAN 5 STEVEN CLALLAM SN❑HOMISH CHELAN JEFFERSON SEATTLE ROJECT ATION SPO CANE DOUGLAS MASON RENT LINCOLN SPOKANE GRAYS KING KITTITAS GRANT HARBOR OLYM IA PIERCE ADAMS WHITMAN TH RST❑ PACIFI LEWIS FRANKLI ARFIEL WAHKIAKUM YAKIMA COLUMBIA C WLITZ SKAMANIA BENTON WALLA WALL ASOTIN LARK KLICKITAT M VICINITY MAP NOT TO SCALE M SW 7TH ST rZI 100' ,-- --------- > F z 7— E- 0 1-405 LOCATION MAP SCALE: 1 "=500' SURVEYED: SCAL.E. AS SHOWN DESIGNED: B.B. DRAWN: P.M. ONE INCH CHECKED: AT FULL SCAI F S.C. IF NOT ONE INCH REVISION BY DATE 415,F!'PR APPROVED: SCALE ACCORDINGLY B.B. N 3 4-5 6-7 8-9 10-11 12 VERncAL- NAVD 1988 HORIZONTAL NAD 1983/1991 COVER VICINITY & LOCATION MAPS, SYMBOL LEGEND, ABBREVIATIONS, AND INDEX SURVEY CONTROL TABLE AND MAP STORM DRAINAGE IMPROVEMENT PLAN & PROFILE UTILITY DETAILS RESTORATION DETAILS STRUCTURAL DETAILS WORK AREA AND LIMITS t 1 CHECKED FOR COMPLIANCE WITH CITY STANDARDS B y Date:__ By; Datel-�E�� By;. Datel-'�? -. . . . . . Date-- - - - - -- By: . ------- RECOMMENDED FOR APPROVAL By :- P al"i - clf-7/ --- Date:_ q- q-� 7 By`---------- - - - - -- Date: -------- By: ---------------- Date: -------- Byi ---------------- Dater- - - - - -- ni The property tines shown hereon are based on available information, not on a surveyed Location and are only approximate, D- i27M110!1 t J& "R CITY OF RENTON VILLAGE STORM SYSTEM PROJECT WU RENTON Planning/Building/Public Works Dept. COVER IP 4/6/07 PAGE DRAWING SHEET' 1 OF: 12 W� 0 o pd 'n .> . F.10 _1v1 4 2L Lei a SL SLOPE W/O WITHOUT SCH SCHEDULE SF SQUARE FEET SFM FOUND MONUMENT SHT SHEET SPECS SPECIFICATIONS SQ SQUARE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SSNT SET NAIL /TAG SSRC SET REBAR /CAP STA STATI O N STD STANDARD TIC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/O WITHOUT WTR WATER D DRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FT FEET FO FIBER OPTIC — — FOC FACE OF CURB GA GAUGE GALV GALVANIZED — GI GALVANIZED IRON GV GATE VALVE — — H PE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT — — IN LENGTH - -- 10 - -- LB POUND LF LINEAR FEET TV MAX MAXIMUM MFR MANUFACTURER FO MH MANHOLE MIN MINIMUM P MJ MECHANICAL JOINT MISC MISCELLANEOUS T NO NUMBER NTS NOT TO SCALE OC ON CENTER G OD OUTSIDE DIAMETER PI POINT OF INTERSECTION — PP POWER POLE S PVI POINT OF VERTICAL INTERSECTION _ PE PLAIN END PE F PERFORATED SD PVC POLYVINYL CHLORIDE PVT PAVEMENT SD PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY F QTY QUANTITY R RADIUS RET RETAINING RR RAILROAD �-- D no ad zi o •P 37338 4 W IST�44+��5 Arm ®NAL EXPIRES: 8 /20/2007 a T CURB & GUTTER mmilm ASPHALT PAVEMENT ['IIIIIIZKVj_Vj 111111,7 41wa V1, EXISTING 0 0 0 0 -0- I� a mil CONCRETE SURFACING MAIL BOX (NOTED) 0 CONCRETE SIDEWALK SIGN RIGHT —OF —WAY LINE EMBANKMENT CENTERLINE OF ROADWAY PROPERTY LINE NOTED PERMANENT EASEMENT LINE TREE (CONIFER) TEMPORARY EASEMENT LINE NOTED CONTOUR LINE TREE (DECIDUOUS) BURIED CABLE TV 0 SHRUBS BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE BUILDINGS W WATER MAIN (SIZE AS NOTED) ROCK WALL GAS MAIN 0 ELEVATION POINT IRRIGATION LINE MONUMENT SANITARY SEWER SD STORM DRAIN (DIA. < 10 ") ° ANGLE POINT / CONTROL POINT SD BENCH MARK STORM DRAIN (DIA. >= 10 y9 ) --- DETAIL NUMBER SANITARY SEWER FORCE MAIN 1 1 DITCH REFERENCE SHEET CULVERT (SIZE &TYPE AS NOTED) BH -1 GEOTECHNICAL BOREHOLE FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE - SURVEYED: SCALE: ND 3N.A. HORIZAI N 198/11991 -. - -- DESIGNED: B.B. DRAWN: P.M. ONE INCH DATUM CHECK: AT FULL SCALE S.C. IF NOT ONE INCH NO. REVISION BY DATE APPR m"04% SCALE ACCORDINGLY .B. GENERAL CONSTRUCTION NOTE 1. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 2. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. PAYMENT FOR THE BOX CULVERT WILL BE BASED ON ACTUAL CULVERT INSTALLED FROM FACE OF INSIDE WALL TO FACE OF INSIDE WALL OF EACH STRUCTURE. 3. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT MAY BE DAMAGED DURING INSTALLATION OF STORM PIPE. IF WATER SERVICE LINES REQUIRE REMOVAL TO FACILITATE STORM PIPE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH CITY MAINTENANCE CREW. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: 1) CONTRACTOR SHALL EXPOSE WATER SERVICE LINE. 2) CITY MAINTENANCE CREW WILL SHUT OFF WATER AND TEMPORARILY CUT AND CAP SERVICE LINE. 3) CONTRACTOR SHALL INSTALL STORM PIPE AT WATER SERVICE CROSSINGS. 4) WHEN CONTRACTOR IS A SUFFICIENT DISTANCE BEYOND WATER SERVICE LINE, THE CITY MAINTENANCE CREW WILL INSTALL A TEMPORARY SPLICE. 5) CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER LINE AT A LATER DATE. I 1 UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. &&RCITY OF RENTON Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL By:- Z7 ow( Co-71 - -- Datel - -y- `f - 0 7 ByI---------- - - - - -- Date------- - By'---------------- Dater------ - By`---------------- Dater- - - - - -- © Q2 11 DATE RENTON VILLAGE TORM SYSTEM PROJ CT VICINITY & LOCATION MAPS, SYMBOL LEGEND, AND INDEX SHEET- 2 DF: 2 C,_ ... m 0 N 0 0 o � r r r r m d T T N P� N CL • . • • 1 POINT NORTHING (FT.) EASTING (FT.) ELEV. (FT.) DESCRIPTION MON IN CASE, 2" IP W /PLUG & BRASS PIN, DOWN 0.6', 100 174930.21 1300483.36 32.67 PC OF TALBOT RD. 101 174329.34 1300455.40 32.66 MON IN CASE, 2" IP W /PLUG & BRASS PIN, DOWN 0.5', INTX OF TALBOT RD. & S.RENTON VILLAGE PL. SET 60d NAIL W/"G &O CONTROL" TAG IN S /WALK, 6.6' N OF PHONE 102 174311.34 1299943.34 39.72 PED, 45' W. OF 2nD D /WAY S. SIDE OF S. RENTON VILLAGE PL. 103 174362.68 1299524.19 30.50 SET LG MAG NAIL /TAG "G &O CONTROL ", TAG IN S /WALK, N SIDE OF SOUTH RENTON VILLAGE PL. 0 ENTR. TO THRIFTWAY PARKING LOT, 5' E. OF STOP SIGN. SET LG MAG NAIL /TAG "G &O CONTROL ", 2.4' SE OF CURB, 7' S. OF STOP SIGN, 104 174301.57 1299251.32 26.86 10' W. OF LIGHT. 105 174043.12 1299318.52 28.10 SET LG MAG NAIL /TAG "G &O CONTROL", 1' N, OF END OF FIRST STALL PARKING STRIPE, 51' E. OF CULVERT. SET #5 REBAR W /RED "G &O CONTROL" TAG SE CORNER OF AMC THEATER, 5' N 106 174017.33 1299021.42 27.59 OF CURB FLOW LINE. 107 174009.60 1298834.10 27.64 SET LG MAG NAIL /TAG "G &O CONTROL" . SET LG MAG NAIL /TAG "G &O CONTROL ", 2' E. OF BLOCK WALL, NE CORNER FOR 108 173423.99 1299269.71 117.72 HOUSE #1413 SHATTUCK. MON IN CASE, #5 REBAR W /PUNCH, NE COR OF S.15TH ST. & SHATTUCK AVE. S. 109 173226.59 1299294.16 132.86 110 173222.61 1300447.88 85.48 MON IN CASE, 2" IP W /PLUG & BRASS PIN, DOWN 0.5' ® INTX OF TALBOT ROAD & S. 15TH ST. S y- oto -Z 00-7 CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1ST CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1ST CLASS NAVD 1983/1991 (STATE PLAN COORDINATES) PROJECT STATIONING BEGINS AT STA. 10 +00 AT THE PROPOSED PIPE OUTLET AND FOLLOWS THE PROPOSED PIPE ALIGNMENT TO IT'S CONNECTION TO THE EXISTING 144"0 CATCH BASIN CONTROL POINTS USED: CITY OF RENTON CONTROL NETWORK MONUMENTS NUMBER 476 = SURVEY POINT #109 CITY OF RENTON CONTROL NETWORK MONUMENTS NUMBER 659 = SURVEY POINT #110 t s�.y $c Osborne, Ins CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 RECOMMENDED FOR APPROVAL By`- - - - -- Date:_ I By :---------- - - - - -- Dater------ - By :---------- - - - - -- Date; ------ - By----------------- Dater- - - - - -- BASE SURVEY CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. SCOTT L. THOMAS L.S. 16930 DATE: 12/01/07- r� 0 W 0 N 0 r r r r r� d n T T N N CL 0 iw a W c ' "1 -71 CIA I � N V N \ _Z-7 _ 1 / / /I x J O a 1 co �O 2 0� Oy b / PRQ IDE TEMPORARY FENCING e� CONCRETE N / / I BH 1 ECOLOGY ° ACCESS RI ER #1 \vim / I � I I / / 2S \ EXISTING CATCH SIN 1 ? 2 CONTRACTOR TO MAINTIAN 15 FOOT EL =25.51 TOP 0 TER�22.06 / > CLEARANCE FROM PSE OVERHEAD BOTTOM =17. 26 C7 POWER LINES. IE =17.64 ( PTY) SCALE: 1"=20' CALL '8 OR • :11 1 1 6- N 14 BLOCK WALE t STD. GRATE 4 Z 1 E= 1299264.64 STA. 11 +85.50 6 / / m N \ RIM=/25.75± / N= 174017.63 7Q ° 0 °0 48 P S IE -19.39 ` S MH _ of N\ � CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR 0 D CAST -IN PLACE BO CULVE T 1 STORM DRAIN OUT ET / N STO DRAIN OUTLE 8 "DI SE IE =2 .24 36 "C,P SE IE =24. 8 : ; IRRIGATION DAYLIGHT 8" �DI c_n ° .......... .................. ......................... TO NEW BANK Q 5 1 \� \�0 NEXT TO CULL ERT ' e� I 2 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? 40 STORM DRAIN UTLET 0 0 = = 18 "CONC NW ° IE -32 o / / /I x J O a 1 co �O 2 0� Oy b / PRQ IDE TEMPORARY FENCING e� CONCRETE N / / I BH 1 ECOLOGY ° ACCESS RI ER #1 \vim / I � I I / / 2S \ EXISTING CATCH SIN 1 ? 2 CONTRACTOR TO MAINTIAN 15 FOOT EL =25.51 TOP 0 TER�22.06 / > CLEARANCE FROM PSE OVERHEAD BOTTOM =17. 26 C7 POWER LINES. IE =17.64 ( PTY) SCALE: 1"=20' CALL '8 OR • :11 1 1 6- N 14 BLOCK WALE 12 "SS STD. GRATE 4 Z `�' - - - -= STO TM D IN UTLET E= 1299264.64 STA. 11 +85.50 6 / / m 0 0 "C \ RIM=/25.75± / N= 174017.63 7Q ° 0 °0 48 P S IE -19.39 / S MH _ CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR 0 D CAST -IN PLACE BO CULVE T 1 SECTION, SEE DETAIL ' 11 18 STO DRAIN OUTLE 36 "C,P SE IE =24. 8 : ; IRRIGATION SYSTEM 1 c_n ° .......... .................. ......................... .......................... / 5 1 \� \�0 / �> 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? 40 IV 0 0 = = = = ° 0 In A /7\ / 3 —' O STA. 10 +00 ' yam° IJ o PROPOSED 4x6 BOX ' / 12 MP LIGHT OLEO - -- / / e CULVERT OUTLE 12 "SS IE =19.39 N= 174007.71 E= 1299264.64 ACCESS RISER ##1 e� STA. 10 +12 PROPOSED CULVERT ANGLE PINT N= 174017.63 E= 1299271.03 S MH _ RI E L =31.59 9 CMP: STORM 12 N IE OUT =22.59 12 S IE IN =22.49 PRECAST OR CAST -IN PLACE BO CULVE T 1 SECTION, SEE DETAIL ' 11 18 STO DRAIN OUTLE 36 "C,P SE IE =24. 8 Approved BPB g a WAq 007 o �O rP 37338 p Ctj� AL ,�Cs EXPIRES: 8/20/2007 CONSULTING ENGINEERS 701 DEXTER AVOW NDRTH SURE 200 SEATTLE, VASHIlOM 98109 CM 264 -0960 _ \ 12' TREES 1 / o / CAT H BASIN / e� / o/ RIM E =26.77 °tio 3 �12" MP S IE =25.37 1 "I I STO D AIN OUTLET ° / 1 "C P� IE =25.24 BH -7 SURV ONTROL \ / PT.# 105 N= 174043.12 E= 1299318.52 2 / O y o 28 D- 271104 tvI & il (w f Z. -1. OHPW AND OHCOM LINE LOCATIONS NO. I REVISION STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND O DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �0 CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL By;- Daniel Carey - - -- Dane: -4 /9/07- ByI---------- - - - - -- Dater------ - By'---------------- Dater------ - By :---------- - - - - -- Dater- - - - - -- IDI-121711111014 ScaF �� ; DA NO ,� 9� TE: es, �► CITY 0 F AS SHOWN '' RENTON VILLAGE STORM SYSTEM PROJECT FlELD R E N TO N FAGS ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE IN SCALZ ACCORDINGLY PLAN AND PROFILE 4 °F` 12 o b a 0 N o CIO r r � x 1 r Fri ACCESS RISER ##1 = 1" WATER LE. UNKNOWN 42" CMP: STORM I.E. 18.25 POWER FOR EIGHT POLE? I.E. UNKNOWN 18 ": : ; IRRIGATION SYSTEM 1 .......... .................. ......................... .......................... :................... ......... ........... � PLANTER _ : - .................................... ......................... : ...... 1 WATER : POWER I.E. UNKNOWN ..... ......................... FOR: LIGHT POLE? - � IN PLANTING STRIP ? - . . . . .. - .... .................. .. ........... e .......- ......... ................. 1 $ : CE PLANTING: STRIP 40 = = = = = I.E. UNKNOWN RESTORE : PARKING SPACES TO MATCH EXISTING : : : FILL WITH: BANK RUN GRAVEL, COMPACT e : ........ - ........ : ............. ......:.......... .........:..................:...... : ............................... : ........................,.......... ... :.........- .- .......:....... EXISTING GROUND ..................... .. ................ ............. ....- ........ PROPOSED ........................., = : :................., CD PROPOSED: : GRADE (SLOPE + 4')66' BOX CULVERT : TO DRAIN) _ ......................:. _....-... 90 a.............. ....-:......... .........a-------- ........... . = Qw :........ ....... ...:.................. = - --�- -= ------ - - - - -- -----=---------------- - - - - -- -I- -- --------- - - - - -- = : 20 : : : : - 262 LF 4'x6' CONC. BOX CULVERT = = z � _� : ............a ......... : -- —� ......... ---- ..... ....I...... --- ,- :....... ............ - = —.'- ------- _ - :.................. ...... ............ :------ ............ - - - -- - --------------------------- = .................. s o.00?2 ---- ........... ...... I I =�t� -- - - - - -- - - -- — - -�-� _ .............:...................:....... ............:.................. : 20 a : = = IE =19.36 : STA. 10 +12 15 : CULVERT ANGLE POINT IE= 19:39..... = = = ........... ............. ..- .... ..... 1.8 LF 4'x6' CONC. BOX CULVERT S = 0.0022 = 7 ANTICIPATED EXTENT OF POOR SOILS = = :...................:...................:................... :.............. ................. ........ :................... e...... ............. :....... SEE DETAIL ............_...... ......... ....:...................:.....- :5 ........... :.................. .:................... :...... ............. :........ ....... ...... ................ :............... .......... ............ :........--- ....... HORIZONTAL SCALE: 1 " =20' - : = _ = VERTICAL SCALE: 1 " =5' cJ 10 +00 11+00 12 +00 13 +00 tvI & il (w f Z. -1. OHPW AND OHCOM LINE LOCATIONS NO. I REVISION STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND O DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �0 CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL By;- Daniel Carey - - -- Dane: -4 /9/07- ByI---------- - - - - -- Dater------ - By'---------------- Dater------ - By :---------- - - - - -- Dater- - - - - -- IDI-121711111014 ScaF �� ; DA NO ,� 9� TE: es, �► CITY 0 F AS SHOWN '' RENTON VILLAGE STORM SYSTEM PROJECT FlELD R E N TO N FAGS ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE IN SCALZ ACCORDINGLY PLAN AND PROFILE 4 °F` 12 o b a 0 N o CIO r r � x 1 r Fri T AT 1 N N CL 0 I LALL 46 NUUR5 bl:F-URE YOU DIG SSMH _SSMH 96'> CATCH BASIN Q RIM E[ =29.21 RIM EL =28.41 9z : �i , �, IM EL =28.67 1-800- 424 -5555 8" NW IE =17.91 8" N IE =17.91 ii /�� 6 "PVC E IE =23.96 8" SW IE =17.91 8" SW IE =17.91 GG/ i 42 "CC NE IE =20.92 CATCH BASIN °' �L� , 42 "CC SW IE =20.88 __ / i L RIM EL =28.60 -. _ 6 "_ 48 "CC SE IE =20.84 6 "PVC NE IE =27.30 -CATCH BASIN - `G 144 "0 CATCH BASIN RIM EL =25.21 G gyp, RIM E =29.48 ��/ / 4 " C NW IE =20.73 CATCH BASIN SSMH PRECAST OR CAST -IN PLACE BACK -UP POWER 6 "DI E IE =24.01 y, ' BOX CULVERT ANGLE SECTION SSMH GENERATOR / \� ���' 2 "CC E IE =20.92 RIM EL =27.41 RIM EL =28.45 RIM EL =29.19 / / 3 72" CC SCALE: 1 =20 I - WITH RISER, _ _ _ _ _ _ 4 "PVC N IE -25.51 18" E &W IE -16.45 18" E &W IE -16.89 � _ SEE DETAIL 3 - GAS METER 5`� / /� CENTER OF 39 4 "PVC E IE =24.01 12" S IE =16.95 8" NE IE =17.44 WITH BOLLARDS / / 8" S IE =23.41 6" NE IE =17.75 11 X" N IE= - - - - - - - I T 144 " - -- - - STORM DRAINAGE NOTES 00 6" NW I E =17.75 i // N= 174391.97 EX. 8" DDCVA � SURVEY CO/ITRRPC o BH -4 E- 129955 .85 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING IN VAULT T� 6Z CT. CD--- APT.# 103/ , o RIM E 29.63 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. EX. 8 "W FIRE SPRINKLER vauL E N =179f 62,. 8 � NE E= 12 993?�41 1 CONNECT 3 1 g O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE - _ DURING CONSTRUCTION ACC SS RISER #3, / // / WATER LINE CSE1�i� 6 32 ,- - STD. COVER Ex. 1.5 - O CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF RELOCATION c__\ 12"W PLAN W -2114 METER 29 T T T SEE SPECS. AN W w w ° 12. ILF +57.x3, T { } D INSTALL PERMANENT CONCRETE PLUG ( ) _ __ __ _ 15 SEE SHEET 7 S ( 6,, w RIM 28.5± wSS w w 12,. D1 - -w IN END OF EXISTING STORM DRAIN PIPE AND ABANDON SURVEY CONTRA I 8 �' �',�,� 15 10 36" SEW INSTALL PROJECT PIPE IN PLACE. PT.# 104 _ 1 ENCA ENT SIGN 20 FROM ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR 18 ' 18" SS � � w 1 END OF WAJ..K� N= 174301.57 � �I °� �` N SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN � E= 1299251.32 1 E - _ \ - - 1 +00 A LESS RISER #4 sS UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" STD. OVER 0 124 SEWER EL= .62 15 - I ENCEMENT RIM =3 0± STA. 15+ 7 GOB` 18" E &W IE- 9.57 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING - - -- - `�` I PIPE / , / - = Tv 8 "PVC s IE= STORM DRAIN PIPE. 1 1 PLUG / -30 2 © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL CATCH BASIN ^� -B x / 9 EAU T SEPARATION BETWEEN CATCH BASIN AND GAS LINE. RIM EL =27.19 - - - T -_- _ - - E 32 1 8' N IE =21.94 TE � -130x gH_3 E CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS t \ / / / _ - AULT T 8" S IE =21.94 3 i 0 -31 6" T NE WATER LIN THAN 6 �� FOR REVIEW BY CITY. PR ST OR CAST -IN P Bo 13,00 1 � - -z� SPRINKLER E S E�" 7 O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. CULV T\ ANGLE SEC WIT ISER, / SEE DE L $TA. 13 +84. ' NP� R LINE , VALVES �� �� M ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL 2 / CONSTRUCTI N BASELINE ANGLE POINT Q SEE SH ET 7 �2 �o �� SEPARATION BETWEEN CATCH BASIN AND WATER LINE. N=174323. 93 .5 E= 129935 .59 I wATE CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS � PRECAST OR T -IN PLACE VAULT THAN 12 „ FOR REVIEW BY CITY. �, - BOX CULV 'f A E STA. 12 +70. , TIO ITH RISER, OR 99 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS - - A ESS RISER #2y CONSTRU ON BASELINE ANGLE POINT - S ETAIL STA. 1 +4 .17 WITH UTILITY OWNERS. TD. COVER MATCHLINE - STA 12+ N=134-276.11 w 4 PROPO ED CULVERT NGLE POIN STA. LEFT = 1299256.33 -- 11 - -� -E_1 45-- -- 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE RIM =26.5± w A 2952 .46 EXISTING 18" SEWER LINE TO VERIFY LOCATION AND Approved B B 28 007 o 4� �O +P 37338 13 R SSz� ONAL� EXPIRES: 8/20/2007 1:�8c��I�IM�aI� Lr CONSULTING ENGINEERS 7m nexM avIME NOM sum Poo s'Enrn.E, vns uNum gm a w e" -o86o D-271 0 CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING # STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" 2" STW :GAS I.E. 24.33 ACCESS RISER 3 : . - - 2" TEL: I.E. 24.33 - ACCESS- RISER #4 e PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE 42 ": GONC, STOR :M I.E. 19.6 ±: : : : TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION ACCESS RISER #2 = = : IS MADE. :........... : ...................:............. .........................:...................:............... .... :...................:...... = : : - ...2" STW GAS I.E. 27.2± �/ .. : ..... ............:... - ........... .......................... .................... ....... . . .. EIGHT - - - - - � - 1 CONTRACTOR TO STAY UNDER 35 FOOT H 2" UNK I.E. 27.25± ® 18" SANITARY SEWER = RESTRICTION SET BY SEATTLE CITY LIGHT. : CONNECT :EXISTING 8" :SD : I.E. UNKNOWN _ 1 1 : _ _ : Pvc TL 1.:E. 26.8 ±, n4: -1.E. 17.25± 10 LOCATIONS OF GEOTECH BORE HOLES ARE : _ _ :6" TEL(?) I.E. 25.95± 12 ": DI WATER I.E. 24.9± _ APPROXIMATE. : :12" AC SANITARY SEWER: � � : - • :IE -1756 : E 24 0...:... ............ .. ........... ....--- .......... O 8" DI .WATER =-- 4. 4 : 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND I 5± DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH 4" PVC ELEC TA 6+ 0 9. 3 9 SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. : EXISTING GROUND = " - = = I.E. 27.4± : �, EXIST CB: 15 ® q PROPOSED : ELEC TEL CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT � : = o ....................:............ ....... :............................ 4-x6- -BOX - CULVERT .. ......... .........,..........- .:........ :.- � .......... :.. i. 3� MEASURES TO PROTECT EXISTING SEWER LINE - -- . N : ABANDON : RELOCATE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER 8 WATER _ o a 12 :WA 0 0 TER I= Z : o a a I e I CONSTRUCTION. 25 0 . : .w .......... .... ,.... 1 1 Q PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. "` _17 --e- - - -- - --------- - - - - -- - - -- : ----- : - - - -- ---------- "---- - - - - -- - -- - : - - -- i - - -- 1 2cJ 1 "' U' REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND 71 LF 4'x6' CONC. BOX CULVERT-=. - w 84 LF 4'x6' CONC. BOX CULVERT -, : : : : _ X88 LF 4'x6' CONC. BOX CULVERT ' : = 0.0022 : I ` i I WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION Z W , : S = 0.0022 : = S--'0.0022 : _ 1 2 cn , , _ : , _ 1 i l PASSES AREA. T 0 '- _ - PROJECT SIGN PER CITY DE Q = : - � = : = - = I.E. 20.73 : 19 TAIL, SEE SPECIFICATIONS. ' = T = = :STA. 15 +4617 = 22 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM 15 CULVERT ANGLE POINT CULVERT ANGLE POINT: :CULVERT ANGLE POINT Ir o.15. :......- PSE OVERHEAD POWER LINES. IE= 19:95........... .......................:. I. E.•- 20, 56. ..:................... :........ ..........:.........,CALCULATED LOCATION (IE = 18.76) 1 rJ : 24"0 SEWER ENCASEMENT : = POTHOLED LOCATION (IE = 17.5) : PIPE ri 36 "� SEWER 2 [FOUND BY PROBING DUE TO l 1 :6 : : : SEME 6 : SEED SHEETT11R,] DETAIL 4 1 ENCA N7 ..................:............. ......:...................:.... : PIPE - ................................. a..................:......... .........._...................: ...............,:........ : HORIZONTAL SCALE: 1 " =20' _ a VERTICAL SCALE: ::1 " =5' o a x o C� d EX. 144" 0 - CATCH BASIN 4' X 6' PRECAST r CONC. BOX CULVERT t. ! ! i i t EXISTING KNOCKOUT PROVIDED. GROUT BOX CULVERT TO EXISTING STRUCTURE. 4' X 6' PRECAST CONC. BOX CULVERT 10' -0" MIN. IF A BELL ENDS UP INSIDE CASING THEN ONE SPACER SHALL BE PLACED ON THE SPIGOT END ° AND BE IN CONTACT WITH THE «° BELL OF THE JOINT. -------------- - - - - -- -- -------------- - - - - -- - - - - -- PLACE END SPACER MAX. OF ONE (1) FOOT FROM END OF CASING (TYP.) SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CALPICO END SEALS OR APPROVED EQUAL) MINIMUM ENCASEMENT INSIDE DIAMETER (I.D.) CARRIER DIA. IN. ENCASEMENT I.D. IN. 8 18 10 21.5 12 23 18 36 ANTICORROSIVE COATING THICKNESS: CASING - 8 MILLS DFT MAX. DISTANCE EXISTING BETWEEN SPACERS 12" CONC. NOTES: SHALL BE SIX (6) SEWER PIPE FEET O.C. 1. CASING SPACERS (CALIPCO OR EQUAL) SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2" 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: ROMAC COUPLING A. MIN. 0.75" BETWEEN CARRIER PIPE BELL AND CASING OR EQUAL. (TYP. PIPE WALL AT ALL TIMES EACH END) B. MIN. 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. GPI NOT TO SCALE I.E. 20.73 \ � 1. E. 20.02 eA Qi 72" DIA. CC — SD PIPE 4 d I.E. 20.73 48" DIA. CC SD PIPE NOTE: CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION TO EXISTING 144" CATCH BASIN. CONNECTION TO EXISTING STORM DRAINAGE 3 SCALE: 1/4"=1'-O" 5 11112w 8z 08boxm a, W CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 0: ASPHALT PAVEM T 16" MAX. 4" MIN. 36" DIA 8 G n 4 48" DIA. MANHOLE PER RENTON STANDARD DETAIL 8027. EPDXY AREA & GROUT WITH GUNITE MIX d�l MIN. it rAp ICI a a a. 36" FRAME AND GRATE OR RING AND COVER AS NOTED PER PLANS RISER AND ADJUSTMENT SECTION FLAT SLAB COVER EPDXY AREA & GROUT WITH GUNITE MIX 4' X 6' PRECAST CONC. BOX CULVERT 12" TYP. 12" NATIVE BACKFILL OR BANK RUN GRAVEL 10' -0" MIN. CARRIER PIPE (C900) 36" STEEL ENCASEMENT PIPE -- V 4' X 6' CONC. BOX CULVERT (CAST IN PLACE SECTION) 10' -0" MIN. ° a a IF A BELL ENDS UP INSIDE CASING THEN ONE SPACER SHALL BE PLACED ON THE SPIGOT END AND BE IN CONTACT WITH THE BELL OF THE JOINT. I a ------ - - _ -__ _� - PLACE END SPACER MAX. OF ONE (1) FOOT FROM END OF CASING (TYP.) SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CALPICO END SEALS OR APPROVED EQUAL) -- -- - - - - -- -- MAX. DISTANCE BETWEEN SPACERS SHALL BE SIX (6) FEET O.C. UNKNOWN PIPE DEPTH, SEE SHEET 11, DETAIL 4 NOT TO SCALE SEE TRENCH NOTE FINISHED GRADE EXISTING 18" CONC. SEWER PIPE ROMAC COUPLING OR EQUAL. (TYP. EACH END) _ SEE TRENCH NOTE FINISHED GRADE 4' X 6' PRECAST CONC. BOX CULVERT NOTES. PLAN 1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND TREATED WITH BONDING AGENT. 2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074 FOR RING AND COVER ASSEMBLIES. 3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL STEPS AND HANDHOLDS, 12" MAX SPACING. TYPICAL ACCESS RISER 4 SCALE: 3/8" = 1' -0" - PAYMENT LIMIT NOTE THE TRENCH SECTIONS SHOWN ON THE PLANS ARE FOR THE PAYMENT LIMITS FOR PIPE BEDDING AND SURFACE RESTORATION. PAYMENT FOR ALL PIPE BEDDING AND SURFACE RESTORATION SHALL BE FROM THE MEASUREMENT OF THE CONSTRUCTED TRENCH SECTION TO THE MAXIMUM LIMITS AS INDICATED ON THE TRENCH DETAILS OR THE EXTENT OF PAVEMENT RESTORATION SHOWN ON THE SHEET RESTORATION PLAN, SHEET 8. SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED: S.C. C BY DATE APPR APPED B.B. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRENCH NOTE: CONTRACTOR SHALL MINIMIZE TRENCH SLOUGHING USING APPROVED TRENCH SHORING EQUIPMENT. SEE SPECIFICATIONS. wmowm- NAD 1983/1991 DATUM NOTE: ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS TO BE DETERMINED BY A GEOTECHNICAL ENGINEER IN THE FIELD. TYPICAL BOX CULVERT TRENCH SECTION SCALE: 1/4" = 1' -0" 44 CITY OF - RENTON Planning /Building /Public Works Dept. D- 271106 RECOMMENDED FOR APPROVAL BY:- � a'l _ C* 0 __ Date: -b! - l -! F By :---------- - - - - -- Date: -------- By°---------------- Date:------- - By :---------- - - - - -- Date :-- - - - - -- DJ-1217�1111016 DATE: RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07 FlELDBOOK: PAGE: C' , I DETAILS 6 OF. 12 a 0 a1 0 N O V ww1 n l` 1 a s m j,■, i 24" LIGHTWEIGHT CDF FULL LENGTH BOTH �- - ` SEE SHEET 8 FOR ASPHALT PAVEMENT SIDES 11R8 PIPE BEDDING ( 12' -0" kc - -�" SEE SPECIFICATIONS <\� � SEE SHEET 8 FOR ASPHALT PAVEMENT REPAIR` 12' -0" ,T\�� SEE PAYMENT LIMIT NOTE GOOD SOILS ��� fi- REPAIR SPECIAL PRECAUTIONS -L 40 TO PROTECT CULVERT % , \y 12 " TO THIS LEVEL. DEPTH 12 ` MIN. TO CULVERT CROWN VARIES, SEE PLANS MIN. NATIVE BACKFILL / � ��� 4 X 6 �\ 4' X 6' NATIVE BACKFILL OR BANK RUN GRAVEL` BOX CULVERT BOX CULVERT OR BANK RUN GRAVEL. SEE SPECIFICATIONS. 4' X 6' PRECAST CONC. BOX CULVERT NOTES. PLAN 1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND TREATED WITH BONDING AGENT. 2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074 FOR RING AND COVER ASSEMBLIES. 3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL STEPS AND HANDHOLDS, 12" MAX SPACING. TYPICAL ACCESS RISER 4 SCALE: 3/8" = 1' -0" - PAYMENT LIMIT NOTE THE TRENCH SECTIONS SHOWN ON THE PLANS ARE FOR THE PAYMENT LIMITS FOR PIPE BEDDING AND SURFACE RESTORATION. PAYMENT FOR ALL PIPE BEDDING AND SURFACE RESTORATION SHALL BE FROM THE MEASUREMENT OF THE CONSTRUCTED TRENCH SECTION TO THE MAXIMUM LIMITS AS INDICATED ON THE TRENCH DETAILS OR THE EXTENT OF PAVEMENT RESTORATION SHOWN ON THE SHEET RESTORATION PLAN, SHEET 8. SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED: S.C. C BY DATE APPR APPED B.B. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRENCH NOTE: CONTRACTOR SHALL MINIMIZE TRENCH SLOUGHING USING APPROVED TRENCH SHORING EQUIPMENT. SEE SPECIFICATIONS. wmowm- NAD 1983/1991 DATUM NOTE: ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS TO BE DETERMINED BY A GEOTECHNICAL ENGINEER IN THE FIELD. TYPICAL BOX CULVERT TRENCH SECTION SCALE: 1/4" = 1' -0" 44 CITY OF - RENTON Planning /Building /Public Works Dept. D- 271106 RECOMMENDED FOR APPROVAL BY:- � a'l _ C* 0 __ Date: -b! - l -! F By :---------- - - - - -- Date: -------- By°---------------- Date:------- - By :---------- - - - - -- Date :-- - - - - -- DJ-1217�1111016 DATE: RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07 FlELDBOOK: PAGE: C' , I DETAILS 6 OF. 12 a 0 a1 0 N O V ww1 n l` 1 a s m j,■, 3 - #6 0 SPRINGLINE 12 "� 24" LIGHTWEIGHT CDF FULL LENGTH BOTH �- - ` _ SIDES (SEE SPEC.) PIPE BEDDING ( 12' -0" - -�" SEE SPECIFICATIONS SEE PAYMENT LIMIT NOTE 12' -0" SEE PAYMENT LIMIT NOTE GOOD SOILS POOR SOILS 4' X 6' PRECAST CONC. BOX CULVERT NOTES. PLAN 1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND TREATED WITH BONDING AGENT. 2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074 FOR RING AND COVER ASSEMBLIES. 3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL STEPS AND HANDHOLDS, 12" MAX SPACING. TYPICAL ACCESS RISER 4 SCALE: 3/8" = 1' -0" - PAYMENT LIMIT NOTE THE TRENCH SECTIONS SHOWN ON THE PLANS ARE FOR THE PAYMENT LIMITS FOR PIPE BEDDING AND SURFACE RESTORATION. PAYMENT FOR ALL PIPE BEDDING AND SURFACE RESTORATION SHALL BE FROM THE MEASUREMENT OF THE CONSTRUCTED TRENCH SECTION TO THE MAXIMUM LIMITS AS INDICATED ON THE TRENCH DETAILS OR THE EXTENT OF PAVEMENT RESTORATION SHOWN ON THE SHEET RESTORATION PLAN, SHEET 8. SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED: S.C. C BY DATE APPR APPED B.B. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRENCH NOTE: CONTRACTOR SHALL MINIMIZE TRENCH SLOUGHING USING APPROVED TRENCH SHORING EQUIPMENT. SEE SPECIFICATIONS. wmowm- NAD 1983/1991 DATUM NOTE: ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS TO BE DETERMINED BY A GEOTECHNICAL ENGINEER IN THE FIELD. TYPICAL BOX CULVERT TRENCH SECTION SCALE: 1/4" = 1' -0" 44 CITY OF - RENTON Planning /Building /Public Works Dept. D- 271106 RECOMMENDED FOR APPROVAL BY:- � a'l _ C* 0 __ Date: -b! - l -! F By :---------- - - - - -- Date: -------- By°---------------- Date:------- - By :---------- - - - - -- Date :-- - - - - -- DJ-1217�1111016 DATE: RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07 FlELDBOOK: PAGE: C' , I DETAILS 6 OF. 12 a 0 a1 0 N O V ww1 n l` 1 a s m j,■, T' 1- I� N 0 N CL " 0­2 DC Note — 7/10/07 THE BOX CULVERT LOCATION ON THIS PLAN WAS NOT REVISED. SEE "A04 -5 -9 PLAN— PROFILE — RESTORATION" FOR THE REVISED BOX CULVERT LOCATION. EXISTING GRADE 4'6 "f R' Mlhl EX 12" Di W 12-DI SPOOLS (TYPICAL) LENGTHS AS NEEDED. 1 6 3/4" SHACKLE SPOOL SPOOL RODS (TYPICAL) V12- SLEEVE (MJ) I DEADMAN BLOCK NEW 12" GATE VALVE (TYP EACH SIDE) (MJ X MJ) 0 vas Ai 4"r TS EXPIRES. 8/20/2007 Gvfty ar onto, CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 2— 12" 22 1/2 ® BENDS (MJ X . _" SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) M. •- • •• -• � .• EXISTING GRADE 3't 27't I 5' MIN. 17'f NEW 12 "DI PIPE :MOVE 12" WATER >� =�'r �• •}—ice •,; •�1- ,'�.'° a 4 NEW 4' X 6' BOX CULVERT T _ • 4- NOTTO SCALE E V /S �//8 f D NO. I REVISION I 5' MIN. � • i • r 6 3/4" SHACKLE RODS (TYPICAL) mvi� u SPOOL NEW 12" GATE VALVE (FL X MJ) 12 "X 8" TEE (FL X FL) 12" ADAPTER (FL X MJ) ��AT FULL SCALE 8• NOT ONE RICH SCAB AOCORONMY EXISTING GRADE R' wA1M EX 12" DI CONSTRUCTION SEQUENCE FOR 12 -INCH WATER MAIN RELOCATION ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD -MAN BLOCKS ON EXISTING 12" WATER LINE ON EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5 -DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO DEAD -MAN BLOCKS WITH 6- 3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL TEMPORARY 12 -INCH END CAPS ON EACH SIDE OF EXISTING 12 -INCH WATER LINE. 4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH. 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8 -INCH LINE. 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 8 -INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND WILL INSTALL NEW 6 -INCH TEE AND VALVES. 7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE 12 -INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR. 8. REMOVE ISOLATED SECTION OF EXISTING 12 -INCH WATER LINE AND INSTALL NEW BOX CULVERT. 9. INSTALL NEW 12 -INCH WATER LINE ABOVE BOX CULVERT, WITH 6 -INCH THICK ETHAFOAM PAD UNDER 12 -INCH WATER LINE ABOVE BOX CULVERT, INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW -OFFS. SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 -3/4" SHACKLE RODS. 10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12 -INCH WATER LINE. 11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 12 -INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS. CONSTRUCTION NOTES 01 CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER WATER RELOCATION IS COMPLETED. 02 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CA OPEN ENDS WITH CONCRETE. 03 RELOCATE 55'f NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER BOX CULVERT IS INSTALLED. RECOMMENDED FOR APPROVAL By,_Daniel- Carey____ Date._4 /9/07 -- By: ---------------- Date r------ - By ----------------- Date= -------- By ------------------ Date VWrO - w►w HOINWNTAL WD ,983 ,991 DATUM SHACKLE RODS (AS REQUIRED) 6 -3/4- FOR 12 -INCH PIPE (SEE CITY DETAIL B089) 3" CLR ACITY OF RENTON Planning /Building /Public Works Dept. 3" CLR #4 REBAR 8- O.C. E.W. CENTER IN CONCRETE -, CONCRETE SHALL BE KEYED 12" tTi MIN. AGAINST UNDISTURBED EARTH BOTH FACES J 0 12" PIPE PIPE , 1.5' MIN. CLASS 5 1/2 SACK CONCRETE 3000 PSI MIN PLAN VIEW 6' MIN. _I SECTION VIEW o� va A NOT TO SCALE D- 2171107 RENTON VILLAGE STORM SYSTEM PROJECT 07 WATER MAIN RELOCATION 7 o � r � Z x F r r M d t Ed Is I• w a w v= N 00 N I SEE BAN ' 2 PROTECTION 9 DETAIL SEE J -HOPK 1 DETAIL 9 STORM DRAIN OUT ET 8 "DI SE IE =2.24 ems\ STORM DRAIN 'OUTLET. 18 "CONC NW IE -32 IZ N ,w I TEMPORARY CONTRACTOR STAGING AREA \ / SCALE: 1 "- 0' \ 2Q _'21 �� / AN[( OVERLAY I� / ci I � N c� > I , N I 0 r� N i 0 C' N2 0 I 12 O? I S MH RI EL =31.59 122 N IE OUT =22.59 12' S IE IN =22.49 m / I Z_ POTENTIAL GRIND / ALL DAMAGED PAR NG AREAS �2 2 �6' 2s C3 y O nn / 0% -� PRO DE TE ORARY FENCING zXISTING CATCH SIN 2 EL= 25.51 / D J / O TOP 0 TER�22.06 --i 26 n - O ; IE =17.64 { TY) BH 1 EC00 E OGY ° _,,._.._....- -:- '. °. °- °- °. ...._"°:°:•:-:- : : :::::::.:. :. :. :� :•:�:- : -:�.•: �.:;•: : °: � � . . . . . .... . . x._.:.26: �o - Z _- = _ - . . =:= 26.5 F T 1 `EX : L _ /; ::::: . S :TQ M -:D: IN: U ' _ l o Sao 4 8 C P- :S: I° - J . ° - - . • -�� . � � / RESTORE :o o : �: ;N• . 2: ' :.. _ .:.: : FL : \: CURB_ (� : � \ / GRADE r ATCH TO DRAIN 8 CONNECt WITH \/ URB AS ALT PATCH TO AC ESS RISER #1 / %\ 0 2 1 oyp EXISTIN CURB / RE OR C / \ AND OVERLAY \ 12 M2 1 0� LIGHT OLE _/ \ 12" - S >- - - - TREES / \ \ \ \ I p / CAT H BASIN / o / RIM L =26.77 Sod 3 12" MP S IE =25.37 cl \ \ \ \ \ Q \ \ STO D AIN OUTLET O \ \ 0 0 1 "C P IE =25.24 Q) 2 BH -7 \ SSMH SSMH _i c 0) z i 9 96" CATCH BASIN gZ - 8" NW I IE =17.91 8 8" N IE =17.91 2 2 / / / i 4 42 "CC N NE IE -20.92 8" SW I IE =17.91 8 8" SW IE =17.91 b b / / 42 "CC S SW IE -20.88 / i 48 "CC S SE IE =20.84 CATCH B BASIN i i i 11 B RIM EL =28.60 144 V CATCH 6 "PVC NE IE =27.30 _CATCH BASIN G BRIM E -29.48 RIM EL =25.21 - 4 C NW IE =20.73 BACK -UP POWER-- 6 "DI E IE =24.01 \ , 2 "CC E IE -20.92 SSMH -. GENERATOR , CC CATCH BASIN SSMH RIM EL =29 _ - .19 ------- - - - - -- RIM EL =27.41 RIM EL =28.45 - 18" E &W IE -16.45 SCALE: 1"=20' 18" E &W IE =16.89 GAS METER 5 , , -�- _ 2 4 "PVC N IE =25.51 _ 8" NE IE =17.44 WITH BOLLARDS b i 4 "PVC E IE -24.01 12" S IE -16.95 2 POTENTIAL GRIND >> 6" NE IE -17.75 X" N IE- i /� / � :: � - � � - � � - � .. -�• -_ AND OVERLAY 8 S IE =23.41 - I SURVEY CONTROL 6" NW IE =17.75 o RIM E 29.63 APT.# 1031 i 2 cT. N =174 6?� 8 EX. 8" DDCVA vaUL E IN VAULT �" 6� X. 8 "W FIRE SPRINKLER N E= 1299�?�41 3 .."." - • - - ........ 32 -- 4PAC ' - 1 EX. 1.5" 29 T T 12"W ( METER (PLAN WW -2114) W DI _W� -- - - W �� i i . .. 2� i 6 - �� g" SPHALT PATCHY SURVEY CONTROL 8" AND OVERLAY �i� ...-.__._... I -� 18" SS �, :.:1" PT.# 104 I 18 - N= 174301.57 2 �i -• • • ... :: - . ....".".. . - .. > E= 1299251.32 I _. i .... ... :.:.2:..:.:.:. ".. "._..:..:._ . ... O� 18" E &W IE- 9.5 :: _ .... ....... .. ... i - - .- TV ................. - ZS . .. / _3L .... 7 VAUL v x -� 322- _-- _ - -.TG _ CATCH BASIN �. _ _ _ T - �v= T - RIM EL =27.19 .,..�.."..."..... /. -Box j E 31 w 6„ T 8 N IE -21.94 \...... :2:.. . / 6 Z / SPRINKLER �\ 8" S IE =21.94 8 6 VALVES AD `= c �o - _ z x RESTORE CURBi � � RES ORE CURB AS NEE ED AND SIDEWALK - � WATE VAULT X DNP� i• . co 1 i i ATCHLINE - STA 12 +60 goal - mlaw CONSULTING ENGINEERS 701 DEXTER AVEMJE MRTH SWE 200 SEATTLE, VASHQi M 96409 284-0960 0 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 22 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND /OR CURB TO THE NEAREST JOINT, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND /OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. 23 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS DISTURBED DURING CONSTRUCTION, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNELIZATION ARROWS, AND ANY OTHER EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE PROJECT. PAINT STRIPES SHALL BE REPLACED WITH BUTTONS WITH REFLECTORS. STOP BARS SHALL BE REPLACED WITH THERMOPLASTIC MATERIALS. COORDINATE WITH CITY INSPECTOR. O RESTORE PARKING SPACES TO MATCH EXISTING. © RESTORE PLANTING STRIP INCLUDING IRRIGATION SYSTEM, TOPSOIL, BEAUTY BARK, AND ALL SMALL PLANTS. 27 INSTALL NEW CURB RAMPS, TYPE 4. ® ALL PARKING AREAS USED BY THE CONTRACTOR OR AFFECTED BY CONSTRUCTION MAY NEED TO BE RESTORED BY GRINDING AND OVERLAYING. ALL STRIPING IN THE PARKING AREAS MAY NEED TO BE REPAINTED (SEE SHEET 12, AREAS A,B,C,F,G.) THE EXACT EXTENT OF OVERLAYING AND PAINTING WILL BE DETERMINED BY THE CITY AT THE END OF CONSTRUCTION. CLEAN AND TACK ALL ASPHALT EDGES PRIOR TO PAVING. SEAL ALL JOINTS AFTER PAVING WITH CSS -1 EMULSIFIED ASPHALT 12" 12" MIN I"- -'-"i M N 6" MIN. COMPACTED --� THICKNESS ASPHALT TREATED BASE 6" CRUSHED SURFACING TOP COURSE COMPACTED BACKFILL -MATCH EXISTING (2" MIN.) COMPACTED THICKNESS, HMA CLASS 1/2" 12" 12" MIN F ---H --I MIN o 8 EXISTING PAVEMENT NOTES: FINAL ASPHALT PATCH MAY BE DIFFERENT THAN SHOWN. EXTENT OF PATCH SHALL BE APPROVED BY CITY INSPECTOR BEFORE FINAL SAWCUT. ANY EXISTING ASPHALT SHALL BE REMOVED BY GRINDING MACHINE BEFORE PLACING FINAL PATCH ASPHALT PAVEMENT REPAIR 1 NOT TO SCALE - p- 271108 RECOMMENDED FOR APPROVAL By -- Daniel Carey - - -- Date :- 4/9/07- By----------------- Dater------ - By'---------- - - - - -- Dater------ - By: ---------------- Dater- - - - - -- 2- 21108 DAs: 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fluos": PAGE: RESTORATION PLAN 8 ­ 12 �O b x > � 1 o �N t� N t=i � T T N r N CL CL BANK FULL WIDTH 1/3 1 1/3 1/3 SCOUR POOL EXCAVATED 0 J U_ GAPS BETWEEN BOULDERS IN TOP COURSE OF "HOOK" N 1/3 BOULDER ON SLOPES: SOIL LEVELED AT PLANTING HOLE LOCATION; PLANTS INSTALLED UPRIGHT (SEE NOTE 3) 011� BIODEGRADEABLE COIR WEED MAT INSTALLED AT TREES AND SHRUBS PLANTED ABOVE TOP OF BANK (SEE NOTE 7) UNDISTURBED NATIVE SOIL 06M71 ar 09bozmm ev CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 ROOTS SPREAD INTO PLANTING HOLE (SEE NOTE 3) ORDINARY HIGH WATER MARK APPROX. EL. 22.0 NAVD 88 LIVE STAKES 4' MIN. LENGTH ALL DISTURBED AREAS - SHALL BE SEEDED WITH NATIVE GRASSES 6" NATIVE -- TOPSOIL FILL STAKED GEOTEXTILE L •, v •;I MZ TOP OF BANK TOP OF BANK EL. VARIES LIVE STAKES , 4' MIN. LENGTH 3 MAX. ALL DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASSES z 6" NATIVE��`�����,� TOPSOIL FILL STAKED GEOTEXTILE oQoo,000,o,QLLU ,o�u,00�uoou NATIVE TOPSOIL BACKFILL ' BALLAST BACKFILL 1' MIN. THICKNESS SCALE: 1 " = 6" TOP OF ROOT BALL 1/2- ABOVE FINISH GRADE i O — PLANTING HOLE BACK — FILLED WITH NATIVE SOIL (SEE NOTE 3) REVISION TOP OF BANK EL. VARIES ORDINARY HIGH WATER MARK APPROX. EL. 22.0 NAVD 88 TOE OF BANK ELEVATION VARIES CREEK BOTTOM °Iz N 3' -0" MIN. TOE ROCK FINISH GRADE NATIVE TOPSOIL BACKFILL ' BALLAST BACKFILL - 1' MIN. THICKNESS CREEK BANK REGRADE AND TREATMENT BANK PROTECTION z NOT TO SCALE 8 BIODEGRADEABLE COIR WEED MAT INSTALLED AT LIVE STAKES PLANTED ABOVE TOP OF BANK (SEE NOTE 7) 90" APPROX. 75% OF LENGTH OF STAKE BELOW GRADE SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHES.C. BY DATE APPR APPROVED: B.B. BANK STREAM RESTORATION NOTES - GEOTEXTILE WRAPPED PLANTING AREA MATTRESSES V -1.5' THICK 1. LIMITS AND GRADES SHOWN ARE APPROXIMATE. 4' MIN. BANK EMBEDMENT FIELD ADJUST PER ENGINEER QUANTITIES FOR —LIVE BRANCH BUNDLES BIDDING SHALL BE BASED ON PLANT SCHEDULE. 6" THICK, 5' MIN. BANK EMBANKMENT 2, PLANT QUANTITIES, SPECIES, AND SPACING ARE ORDINARY HIGH WATER MARK INDICATED BELOW APPROX. EL. 22.0 NAVD 88 —TOE OF BANK 3. LIVE STAKES WHICH ARE NOT PLANTED WITHIN 8 ELEVATION VARIES HOURS OF CUTTING SHALL BE SOAKED IN WATER —CREEK BOTTOM FOR 24 HOURS MINIMUM PRIOR TO Sitka willow INSTALLATION. STAKES WHICH HAVE ALREADY 148 DEVELOPED ROOTS SHALL NOT BE USED. PRIOR TO INSTALLATION OF LIVE STAKE TRIM SIDE o BRANCHES CLOSE WITH SHARP BLADE. CREATE N PILOT HOLE (1 -2" DIAMETER) PERPENDICULAR TO FINISH GRADE. GENTLY INSTALL STAKES, 3' -0" MIN. TOE ROCK BUTT- END -DOWN, INTO PILOT HOLE. IF STAKES 2' ARE POUNDED INTO PILOT HOLES, USE LIVE STAKE, 5' LENGTH DEAD -BLOW HAMMER. INSTALL STAKES SUCH 2 vertical feet above OHW. THAT APPROXIMATELY 75% OF THE LENGTH OF THE ENTIRE STAKE IS BELOW GRADE AND SUCH THAT A MINIMUM OF 3 BUD SCARS REMAIN ABOVE GRADE. AVOID DAMAGING THE BUDS WHEN INSTALLING THE STAKE. AFTER INSTALLATION, BACKFILL PILOT HOLE WITH NATIVE SOIL. ROCKS, TRASH OR DEBRIS FOUND IN WILLOW LIVE STAKE; EXCAVATED SOIL SHALL NOT BE USED TO 3/4" TO 1 1/2" DIAMETER, BACKFILL THE PLANTING HOLE. TAMP SOIL 3fi" TO 48" HEIGHT AROUND STAKE. BACKFILL SOIL SHALL MAKE GOOD CONTACT WITH THE STAKE, LEAVING NO AIR POCKETS. MINIMUM 3 BUD SCARS ABOVE 4. PRIOR TO INSTALLATION OF 1 GALLON CONTAINER GROUND (SEE NOTE 2) PLANTS, CLEANLY PRUNE ANY BROKEN BRANCHES AND SCARIFY OUTER 1 INCH OF ROOTBALL. FINISH GRADE CLEANLY PRUNE BROKEN, DEAD, OR DISEASED ROOTS. IF ROOTBOUND, TEASE OUT OR CUT CIRCLING ROOTS. EXCAVATE CIRCULAR PLANTING y \/ HOLE WITH VERTICAL SIDES AS SHOWN IN DETAIL 24 (THIS SHEET). SCARIFY SIDES AND BOTTOM OF PLANTING HOLE. ON SLOPES, LEVEL SOIL AT PLANTING HOLE LOCATION TO ENSURE COVERAGE NATIVE STUBBED OF ROOTS ON DOWNHILL SIDE OF PLANT AND NATIVE SOIL INSTALL PLANT UPRIGHT. PLACE ROOTBALL ON PILOT HOLE UNDISTURBED NATIVE SOIL AT BASE OF PLANTING BACK — FILLED WITH HOLE AND SPREAD ROOTS OUT TO SIDES OF PIT. NATIVE SOIL CLEANLY TRIM ANY ROOTS THAT ARE TOO LONG (SEE NOTE 2) TO LAY STRAIGHT IN PLANTING HOLE. PLANTS SHALL BE UPRIGHT, PLUMB, AND TOP OF ROOTBALL SHALL BE Y" ABOVE FINISH GRADE. BACK -FILL PLANTING ROLE WITH NATIVE SOIL EXCAVATED FROM PLANTING HOLE AND TAMP SIDE BRANCHES SOIL AROUND ROOTS TO PREVENT AIR POCKETS. TRIMMED CLOSE (SEE NOTE 2) ROCKS LARGER THAN 1" DIAMETER AND ANY TRASH OR DEBRIS FOUND IN EXCAVATED SOIL LIVE STAKE INSTALLATION DETAIL KT� S HALL NOT BE USED TO BACKFILL THE PLANTING HOLE. BACKFILL SOIL SHALL MAKE GOOD SCALE: 1" = V -0" - CONTACT WITH THE ROOTBALL, LEAVING NO AIR POCKETS. 09 5. IMMEDIATELY AFTER PLANT INSTALLATION, D-2 1 7 THOROUGHLY WATER IN EACH INSTALLED PLANT. OR LIVE STAKE. PLANT SCHEDULE PLANTING AREA SPECIES SPACING QUANTITY TYPE & SIZE NOTES 1 M N x d 1 N LOWER BANK 295 sf Safi sitchensis Sitka willow 1' 148 LIVE STAKE, 5' LENGTH Location: Between OHW and Corpus stolonifera Red -osier dogwood 2' 37 LIVE STAKE, 5' LENGTH 2 vertical feet above OHW. UPPER BANK 805 sf 1 GALLON PLANT IN SINGLE - SPECIES Symphoricarpos albus Snowberry 4' 20 CONTAINER GROUPS OF 2 -3 PLANTS Location: Between upper limit 1 GALLON PLANT IN SINGLE- SPECIES of tower Bank Planting Area Rosa nootkana Nootka rose 4' 20 CONTAINER GROUPS OF 2 -3 PLANTS and upper Limit of Planting. 1 GALLON Salix scouleriana Scouler's willow 4' 10 CONTAINER SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL- NAD 1983/1991 DATUM - CITY OF ba RENTON Planning /Building /Public Works Dept. DATE: 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT FlELDBOOK- PAGE: CHANNEL RESTORATION DETAILS 9 -" 12 o r b > Cn �N 1 M N x d 1 N T T GEN THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE N STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE DETAIL MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, OMISSIONS OR SUBSTITUTIONS ARE N NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. REFER TO THE CL SPECIFICATIONS FOR FURTHER REQUIREMENTS. DO NOT SCALE THE DRAWINGS. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE AND WSDOT "STANDARD SPECIFICATIONS." THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL WALLS, TOP SLABS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. THE GENERAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE CIVIL SECTIONS OF THE DRAWINGS, AND WITH SUPPLIERS AND SUBCONTRACTORS AS MAY BE REQUIRED. SPECIAL INSPECTION & TESTING SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF IBC CHAPTER 17 AND WSDOT "STANDARD SPECIFICATIONS ". SPECIAL INSPECTORS SHALL BE UNDER THE SUPERVISION OF A WASHINGTON REGISTERED CIVIL ENGINEER. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. SUBMIT A FINAL REPORT, SIGNED BY A WASHINGTON REGISTERED CIVIL ENGINEER, STATING THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC AND WSDOT "STANDARD SPECIFICATIONS." SPECIAL INSPECTION REQUIRED: CONCRETE: IN ACCORDANCE WITH SECTION 1704.4 AND TABLE 1704.4 OF IBC AND WSDOT "STANDARD SPECIFICATIONS ". SOIL: IN ACCORDANCE WITH SECTION 1704.7 OF IBC AND WSDOT "STANDARD SPECIFICATIONS ". SHOP DRAVANGS SHOP DRAWINGS, WHERE REQUIRED, SHALL BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW OF DESIGN INTENT, PRIOR TO FABRICATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. PRECAST /CAST –IN –PLACE INTERIOR DIMENSIONS SHOWN ON THE DRAWINGS ARE NOMINAL AND SHALL BE ADJUSTED, IF NECESSARY, TO MATCH THE ACTUAL PRECAST BOX CULVERT DIMENSIONS. DESIGN LOADS AN EQUIVALENT FLUID PRESSURE – 90 PCF DESIGN LIVE LOAD – AASHTO H2O -44 LOADING FOUNDATION DATA: ALLOWABLE BEARING PRESSURE: ........................................... 2,000 PSF EXTEND ALL EXTERIOR FOOTINGS 2' -0" MINIMUM BELOW FINISHED GRADE, U.N.O. BOTTOM OF ALL FOOTINGS TO BEAR ON NATIVE, INORGANIC, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE SOIL REPORT NO. 2006- 067 -21 FILED BY "HWA GEOSCIENCES, INC. ", DATED JANUARY 12, 2007. NO FOOTING SHALL BEAR HIGHER THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE. THERE SHALL BE 95% COMPACTION (ASTM D1557 MODIFIED PROCTOR DENSITY) OF ALL BACKFILL SOIL UNDER SLABS ON GRADE. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO START WORK. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SOIL CONDITION BY READING SOIL REPORT. CAST –IN –PLACE CONCRETE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: 28 –DAY COMPRESSIVE STRENGTH f'c =4,000 PSI, U.N.O. AIR ENTRAINMENT: 57*-7% MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS, 4" FOR WALLS AND BEAMS. CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318, "PART 2– STANDARD FOR TESTS AND MATERIALS" AND "PART 3 – CONSTRUCTION REQUIREMENTS AND WSDOT STANDARD SPECIFICATIONS." SUBMIT MIX DESIGN FOR REVIEW AND PROVIDE NOT LESS THAN 6 SACKS OF CEMENT PER CUBIC YARD FOR ALL CONCRETE WITH MAXIMUM W/C =0.45. Gxw.y 8z 0813ox-mo, Inc. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 REINFORQNG STEEL DEFORMED BARS: ASTM A615, GRADE 60 (GRADE 40 FOR #3). UNLESS OTHERWISE NOTED ON THESE DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST SOIL =3 ". FORMED CONCRETE AGAINST SOIL =2 ". WALLS AND BEAMS EXPOSED TO WATER & WEATHER =2 ". WALLS AND BEAMS DRY CONDITION =1 1/2". PROVIDE 2 – #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLAB EXTENDING 2' -6" PAST CORNERS, TYP. AT TIME OF CONCRETE PLACEMENT, REINFORCING SHALL BE FREE OF MUD, OIL, OR OTHER NONMETALLIC COATINGS THAT MAY DECREASE BOND. WELDING OF REINFORCING BARS SHALL CONFORM TO ANSI /AWS D1.4. WHERE PERMITTED, LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. FIELD WELDING OF REINFORCING BARS IS NOT ALLOWED ON THIS JOB. SUBMIT SHOP DRAWINGS OF REINFORCING STEEL FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). rol REVISION m tl� F:iLu3i =a « «ar ALTERNATE HOOKS. 1 SEE LAP SEE LAP SCHEDULE PROVIDE WALL - VERTICAL BAR —CORNER — BAR SINGLE CURTAIN INTERSECTION AT WALL • 1 NOT TO SCALE REINF. ABOVE #4 2' -4" #5 3' -0" #6 3' -6" #7 4' -3" #8 4' -10" #9 5' -3" #10 6' -6" #11 8' -0" TYPICAL LAP SCHEDULE 2 NOT TO SCALE -gyp, SUPPLEMENTAL STRUCTURAL ABREVIATIONS: ABV. ABOVE FRM'G FRAMING STIRR. STIRRUP A.F.F. ABOVE FINISH FLOOR F.S. FAR SIDE STRUC. STRUCTURE(AL) ADVL. ADDITIONAL FTG. FOOTING SYM. SYMMETRICAL ADJ. ADJACENT GA. GAUGE T. TOP AL. ALUMINUM G.B. GRADE BEAM T &G TONGUE AND GROOVE APPRX. APPROXIMATE GLB GLUE – LAMINATED BEAM TMPRY. TEMPORARY ARCH. ARCHITECTURAL H.A.S. HEADER ANCHOR STUDS T.N. TOE NAIL 0 AT HDR. HEADER T.O. TOP OF... BOT. BOTTOM H.F. HEM –FIR TRANS. TRANSVERSE BEL. BELOW HGR. HANGER HSS TUBING STRUCTURAL B.F. BRACED FRAME H.S.B. HIGH STRENGTH BOLT (A325 U.N.O.) IBC INTERNATIONAL BUILDING CODE BM BEAM I.F. INSIDE FACE U.N.O. UNLESS NOTED OTHERWISE B.N. BOUNDRY NAIL INT. INTERIOR VFY. VERIFY BNDRY. BOUNDRY JST. JOIST W.H.S. WELDED HEADED STUD B.O. BOTTOM OF... K KIPS (1000 POUNDS) W.P. WORK POINT BRDG. BRIDGE(ING) LAT. LATERAL WS WESTERN SERIES BRG. BEARING LDGR. LEDGER W.T.S. WELDED THREADED STUD CAM. CAMBER(ED) LLH LONG LEG HORIZONTAL X –STG EXTRA STRONG CANT. CANTILEVER(ED) LLV LONG LEG VERTICAL XX –STG DOUBLE EXTRA STRONG C.D.F. CONTROLLED DENSITY FILL L.S. LAG SCREW C.G. CENTER OF GRAVITY LSL LAMINATED STRAND LUMBER C.I.P. CAST IN PLACE LT. WT. LIGHT WEIGHT C.J. CONSTRUCTION JOINT LVL LAMINATED VENEER LUMBER COL. COLUMN MAS. MASONRY CONST. CONSTRUCTION MAT'L MATERIAL CONT. CONTINUOUS M.B. MACHINE BOLT (A307) CTSK. COUNTERSINK MFR. MANUFACTURER DBL. DOUBLE MRF. MOMENT RESISTING FRAME D DEPTH MTL. METAL d PENNY (NAILS) (N) NEW MEMBER D.F. DOUGLAS FIR N.S. NEAR SIDE DIAG. DIAGONAL O.H. OVERHANG DIAPH. DIAPHRAGM ORNT. ORIENTATE (ION) do DITTO (DO OVER) PAR. PARALLEL DWG. DRAWING P/C PRECAST CONCRETE DWL. DOWEL PERP. PERPENDICULAR EA. EACH PSL PARALLEL STRAND LUMBER (E) E.F. EXISTING MEMBER EACH FACE P.T. P/T PRESSURE TREAT(ED) POSTTENSIONED D-271 110 E.J. EXPANSION JOINT QTY. QUANITY EMBD. EMBEDMENT) REF. REFERENCE E.N. EDGE NAIL REINF. REINFORCEMENT ENG. ENGINEER SHT. SHEET EQ. EQUAL SHTG. SHEATHING E.S. EACH SIDE SIM. SIMILAR EXT. EXTERIOR SKW. SKEW(ED) F.F.E. FINISHED FLOOR ELEVATION SPC. SPACING F.N. FACE NAIL S.S. STAINLESS STEEL FND. FOUNDATION STGR. STAGGER F.O. FACE OF... STIFF. STIFFENER AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINMY VMCAL: NAw ,988 HORIZONTAL• NAD ,983/1991 DATUM RECOMMENDED FOR APPROVAL By Date: _6L1 _ B y — _ Date: — — By - -- - -- – Date: - - - - -- By ------- - - - - -- Date: - - - - -- ffimmmmumm CITY OF 07 RENTON VILLAGE STORM SYSTEM PROJECT n RENTON PAM GENERAL STRUCTURAL NOTES Planning/Building/Public Works Dept. AND TYPICAL STRUCTURAL DETAILS T' S'EEr' 10 OF' 12 O r � M"d r 1 n x 1 T T N N CL 1! q CULVERT 8" STRUCT. SLAB, TYP. IF / C& rti llifffl� CULVERT ANGLE POINT 14' sAa a o °oo rt x d+ 19114 ® NAL EXPIRES: 3/31/08 SCALE: 1/4" = 1' -0" V► BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN. SEE SHEET 5 • - REVISED A 48.0 MANHOLE PER RENTON STANDARD DETAIL 36 "0 RISER PER RENTON STANDARD DETAIL • 0 I �t r i i I I CULVERT ANGLE I I POINT I I PRECAST CONC. BOX CULVERT CULVERT 6' -0" - 7' -4" SCALE: 1/4" = 1' -0" � Rr / ASPHALT PAVEMENT C / / cgo cgo cgo cgo SEE NOTE BELOW / / A mt APPROVED - - - - - -- - - --,� - - COMPACTED�� BACKFILL TYP. 8" STRUCT. CONC. SLAB #5x�� DWL'S - - (J W/ #5 ® 8" O.C. EA. 0 12" O.C. - - - - --- T - WAY AT BOTTOM N c) 00 2 - #5 CONT. TOP & BTMpOT. O WALL F� `PRECAST CONC. BOX CULVERT 8" CONC. WALL 6' -0" g" W/ #5 a 8" O.C. EA. WAY, TYP. D / E. ------2-#5 TRIM T},p - BARS, TYP. BOTTOM ------CULVERT / !i i ANGLE " SLAB \ / / POINT - - - - - - - - - 48 "0 MANHOLE PER RENTON STANDARD 8" CONC. SLAB WITH #5 ®12" O.C. EA. • DETAIL WAY ® MID. DEPTH OF SLAB OVER 6" 8" STRUCT. CONC. �'�• "� RISER PER COMPACTED FOUNDATION GRAVEL, OVER 36 0 SLAB, TYP. �. 36" RI STANDARD 2'-0" MIN. CONTROLED DENSITY FILL DETAIL (CDF) THREADED kIMIREVISED 4'X6' BOX__C1&ERT ALIGNMENT pf STANDARD FRAME AND GRATE OR RING AND COVER PER CIVIL ASPHALT PAVEMENT— 48 "0 MANHOLE PER RENTON STANDARD DETAIL 36 "0 RISER PER RENTON STANDARD DETAIL / \� n G PRECAST CONC. BOX CULVERT �r CPSo �o GRADE RISER OR ADJUSTMENT/ SECTION PER RENTON STANDARD DETAIL MANHOLE PER RENTON STANDARD DETAIL T.O. 1" NON- SHRINK GROUT, CULVERT np. 8" STRUCT. CONC. SLAB Aj B.O. Ila VVMLL, 1 Tr. CULVERT CAST- IN- PLACE- CONCRETE CULVERT 36" DIA. 48" DIA. 6' -0" BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN. SEE SHEET 5 FOR REVISED ANGLE. S' —R "+ 8" STRUCT. CONC. SLAB, TYP. PRECAST CONC. BOX CULVERT CULVERT ANGLE POINT CAST -IN -PLACE CULVERT PLAN DETAIL SCALE: 1/4" = 1' -0" 8" CAST-IN-PLACE- CONC. WALL A cP.o 4&r 00 • 7-STEPS AND LADDER PER RENTON STANDARD DETAIL TYP. WALL REINF.— N DOWEL -IN THREADED /-1" THICK MIN GROUT, REBAR FILLET, TYP. 6" NOTE: TYP. BALANCE OF 8" CONC. SLAB INFORMATION SEE SECTION rA SECTION B SCALE: 3/8" = 1' -0" 8" CAST -IN -PLACE CONC. SLAB i- -- 'If A TYP. SLAB REINF. RECOMMENDED FOR APPROVAL By: _Daniel Carey____ Date: _4/9/07_ BY ---------- - - - - -- Date: -- - - - - -- BY ---------- - - - - -- Date: -- - - - - -- BY ---------- - - - - -- Date: -- - - - - -- SCALE: V 197 AS SHOWN B.1- CITY OF 7M RENTON ONE DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NGT ONE 11 SCALE ACIMMI GLY J M C.) L 1 /2 "x3/4" DP. ELASTOMERIC JOINT SEALANT, TYP. 2 - #5 PRECAST CONC. CONT. CULVERT WALL Q 3 c� THREADED COUPLER PLAN VIEW DETAIL C SCALE: 3/4" = 1' -0" - 1/2"x3/4" DP. ELASTOMERIC JOINT SEALANT, TYP. 2_ #5 PRECAST CONC. CONT. BASE SLAB m cn • r: A 16 1 THREADED • SECTION D SCALE: 3/4" = 1' -0" - 111 DAM RENTON VILLAGE STORM SYSTEM PROJECT RUN=: 4/6/07 PACE: DRAWING NO: CAST -IN -PLACE CULVERT DETAILS SHEEr: 11 OF., 12 r b x > � 1 d N T T N f\ N 05 I x 2 a s a s s s � f � �)Am i M •P 3 38 p 'W ON AL L s R glo" ti� EXPIRES. 8 /20/2007 1 429 ray 8z Oborrie, Iac.. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 Rol REVISION BY I DATE I APPR SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED. S.C. APPROVED. B.B. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVE) 1988 HORIZONTAL• NO 1983/1991 DATUM 1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND APPROVAL. AT LEAST ONE LANE OF S RENTON VILLAGE PL SHALL BE KEPT OPEN FOR TRAFFIC DURING CONSTRUCTION HOURS. BOTH LANES SHALL BE OPEN TO TRAFFIC AFTER CONSTRUCTION HOURS. 2. - 3. THE CITY MAY REQUIRE THE CONTRACTOR TO ADJUST THE TRAFFIC CONTROL PLAN, WORK AREA, AND PARKING LIMITS AS NEEDED TO MAINTAIN BUSINESS ACCESS AND PARKING. 4. AREAS OF PARKING LOT NOT BEING USED BY THE CONTRACTOR SHALL BE RETURNED TO PARKING USE FOR THE BUSINESSES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY AND PROPERTY OWNER AT LEAST 7 DAYS IN ADVANCE OF USING A WORK AREA AND BLOCKING OFF PARKING. 6. THE CONTRACTOR IS RESPONSIBLE FOR PLACING NO PARKING SIGNS AND TEMPORARY FENCING FOR ALL WORK AREAS. NO PARKING SIGNS SHALL BE PLACED AT LEAST 2 DAYS IN ADVANCE OF CLOSING A PARKING AREA. A. CONTRACTOR STAGING AND STORAGE AREA. MAXIMUM AREA THAT MAY BE USED DURING THE PROJECT. B. AREA MAY BE TEMPORARILY CLOSED DURING CONSTRUCTION. AREA SHALL BE REOPENED TO TRAFFIC AND PARKING AFTER CULVERT CONSTRUCTION PASSES IT. C. PLACE TEMPORARY PATCH OR STEEL SHEETING ON AREAS TO REOPEN TO TRAFFIC AND PARKING. D. CONTRACTOR SHALL KEEP AT LEAST ONE LANE OF STREET OPEN TO TRAFFIC DURING CONSTRUCTION. E. PLACE SIGN "CONSTRUCTION AHEAD" "LOCAL TRAFFIC ONLY" "EXPECT DELAYS" o F. THIS AREA MAY BE TEMPORARILY CLOSED AND USED FOR STAGING AND STORAGE FOR CULVERT CONSTRUCTION BETWEEN D r STATION 15 +00 AND THE 144" CATCH BASIN. 711 � N THE AREA MAY BE USED FOR TEMPORARY STAGING AND AND , STORAGE FOR THE SEWER ENCASEMENT WATER LINE, RELOCATION. x THE AREA WILL BE REOPENED FOR PUBLIC PARKING AFTER d N EACH OF THOSE WORK ITEMS ARE COMPLETE. G. AREA MAY BE CLOSED TO TRAFFIC AND PARKING DURING CONSTRUCTION. AFTER CULVERT CONSTRUCTION PASSES THE' AREA PLACE A TEMPORARY PATCH AND REOPEN IT FOR TRAFFIC. D- 271112 RECOMMENDED FOR APPROVAL By: ------------ -- - -- Date: ------ - BY: ---------- - - - - -- Dater------ - By`---------- - - - - -- Dater- - - - - -- MEMENNEN % - CITY OF RENTON VILLAGE STORM SYSTEM PROJECT Fl &DBOM* R E N TO N PAGE DRAWING NO. Planning /Building /Public Works Dept. WORK AREA AND LIMITS �E—U- 12 OF* 12 ttt I T / I / I CL / 7__�27 O .v yA N o / Og 2 \ w 1 BH 1 W _STORM DRAIN OU TAE 8 "DI SE IE— *1 / DAYLIGHT 8 "DI I �OyA 7p TO NEW BANK 1 /,� xp J ��20' SW NGING GATE NEXT TO CUL�ERT I 2 Q 1 Approved BPB D7 18 "CONC NW I [E-32 I QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM STA. 10 +00 There is a 10 —foot Easement from PROPOSED 4'x6'I BOX Z12S CULVERT OUTLET D the outside edge of the box culvert, IE-= 1-39" 19.37 PIPE IN PLACE. \ N- 174007.71 27.40 wide total. E= 1299264.64 / a� See Easement Drawing for City 4 STA. 10 +12 Box Culvert IE= 19.65: PROPOSED CULVERT ANGL P INT N= 174017.63 40 E= 1299271.03 jMH I.E. _..... __..:_.... O PLANTER Riv EL =31.59 I • 1 ' N IE OUT =22.59 12' S IE IN-22.49 PRECAST OR CAST -IN PLACE BOX CULVE T SECTION, SEE DETAIL I 11 �5 S I OFAM DRAIN OUILE 2g 36 "CIMP SE IE =24. 8 / / (` o Z l F NN LI NK K FEI LINK E "AS— BUILT / / Qa o� / NEW BOX LVERT o ASBUILT LOCATION/ \ \ ACCESS RISER #1 4 STD. GRATE STA. 'tfi- E85:5& 6 Y RIMSt -- / / ' SCALE: 1 " =20' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 C) STORM DRAINAGE NOTES ' 2 A 0 CONTRACTOR TO MAINTIAN 15 FOOT 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING CLEARANCE FROM PSE OVERHEAD AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 26 n POWER LINES. CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION fZrl *t EASEMENTS O3 CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF PLUG 33/ \ TREES / BASIN / RIM -L =26.77 �12" MP SIE -25.37 Y 1 \ / \ v S 0 N DZIN OUTLET J, Q BH -7 SU \ PT.# 1 ONTROL PT.# 105 / 1 N= 174043.12 O E= 1299318.572 A / I / 1 yq� / / I City Easements not shown for clarity. (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM U) There is a 10 —foot Easement from 12 -2 -10 IN END OF EXISTING STORM DRAIN PIPE AND ABANDON 1" I.E. UNKNOWN - D the outside edge of the box culvert, PIPE IN PLACE. \ 27.40 wide total. GPE{i— / 2> N See Easement Drawing for City 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR Box Culvert IE= 19.65: :IRRIGATION SYSTEM i 18 PLANTINC STRIP easement locations and recording 40 SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN .. ...._ I.E. _..... __..:_.... O PLANTER numbers. IN ? _......_..._. : CL PLANTING: STRIP UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" o 1 _ WATER I.E. UNKNOWN �5 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING 2g LIGHT IGHT -� POWER FORS POLES 18 STORM DRAIN PIPE. 35 © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL I.E. UNKNOWN 35 SEPARATION BETWEEN CATCH BASIN AND GAS LINE. I CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS \y\ FILL WITH: BANK THAN 6" FOR REVIEW BY CITY. 200 07 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ro2FO\ COMPACT: ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL \ \ \ 30 SEPARATION BETWEEN CATCH BASIN AND WATER LINE. : .. \ .. .... _. PROPOSED -"- -- " - - - - - -- --- - - - - -- -- - - - - -- - - - -- - - - - - -- 30 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS ® O. PROPOSED: THAN 12" FOR REVIEW BY CITY. + \ TO BANK WEST 09 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS TO DRAIN) \\ OF CULVERT WITH UTILITY OWNERS. ,- 1 1 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE o o 25 \ G EXISTING 18" SEWER LINE TO VERIFY LOCATION AND G - 25 _. ...... _._. __ ....... ....... CONSTRUCTABILITY WITH BOX CULVERT. ... _ .. _ .. ....._....... Q W 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING — — — — — — — — — — —:— — — _ — _ — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — U) U7 AS -BUILT SURVEY BY: LU .,,,REVISED UHPW AND OHCOM 4fto Axis Surveying & Mapping * REVISED STORM LINE AND S &� S A, 0MPED BY: ALLEN W. GRISSOM D 21 I 113 AS -BUILT SURVEY- REMOVE S ?Er�C6ftSf1 CUNSULTING ENGINEERS ON: 5/14/08 M MITER AVENUE NORTH SUITE 200 AiATTLE, vASxwcmN smov ¢05T zea -oReo PLS #41957 EXPIRES: 1/6/10 N0. REVISION vv� ACCESS RISER #1 QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM ,� CITY OF RENTON Planning /Building /Public Works Dept. DW JWC 12 -2 -10 1" I.E. UNKNOWN - 2" ST� .WATER GPE{i— S.C. IP NW ONE INCH scuE ncmRwxc�r POWER FOR LIGHT POLE? UNKNOI^1N 18 Box Culvert IE= 19.65: :IRRIGATION SYSTEM i 18 PLANTINC STRIP ^r'Pxmm: B.B. 40 .. ...._ I.E. _..... __..:_.... O PLANTER ...... ....:...... ......__.:_. IN ? _......_..._. : CL PLANTING: STRIP 40 1 _ WATER I.E. UNKNOWN LIGHT IGHT -� POWER FORS POLES 18 35 I.E. UNKNOWN 35 I FILL WITH: BANK RUN GRAVEL, COMPACT: 30 ............. :.......... .._.i.... : 8 "DI DAYLIGHTED : .. ._. .._..._._ ...._. ___.. ._..__ EXISTING GROUND .. .... _. PROPOSED -"- -- " - - - - - -- --- - - - - -- -- - - - - -- - - - -- - - - - - -- 30 ® O. PROPOSED: GRADE (SLOPE + TO BANK WEST 4'z6' BOX CULVERT TO DRAIN) OF CULVERT ,- 1 1 o o 25 G G - 25 _. ...... _._. __ ....... ....... _ _. UD ... _ .. _ .. ....._....... Q W — - -- — — — — — — — — — — — — — — —:— — — _ — _ — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — U) U7 w Ed LF 4'x6 CONC. BOX CULVERT, S= 0.00476 UI 20 20 _— — ............. .......... ..... I ....._...... I_ S .!).8622" 0.0015 ... .... -- - -- ----- -------------- — �..._..... = .._..... .. - -... __..... o T f— Q 19.37 :IE= ,193'6" STA. 10 +12OVED EX. 48" CMP 15 CULVERT ANGLE POINT 15 ........ _.. _ :_____ ..__.. :............._IE_58- 39= _...... ......... ... *1: LIGHTWEIGHT CDF PLACED UNDER CULVERT PER DETAIL 5 4'x6' GONG. BOX CULVERT APPX STA 10 +80 TO STA 12 +00 ANTICIPATED EXTENT OF POOR SOILS - 1O SEE DETAIL D 5 ..... ;6....... ..... :... :... : ......... _.... _. .__.... ._...._- ____. ..... .___. ... _... 10 FOUND PETROLEUM HYDROCARBON CONTAMINATED SOILS, APPX 200 -290 mg/kg TPH. : 1008 TONS:OF SOIL DISPOSED OF AT LA FARGE : :HORIZONTAL SCALE: :1 " =20' 5 : INCINERATOR VERTICAL SCALE: :1 " =5' S 10 +00 11+00 12 +00 13+00 AS -BUILT SURVEY BY: LU .,,,REVISED UHPW AND OHCOM 4fto Axis Surveying & Mapping * REVISED STORM LINE AND S &� S A, 0MPED BY: ALLEN W. GRISSOM D 21 I 113 AS -BUILT SURVEY- REMOVE S ?Er�C6ftSf1 CUNSULTING ENGINEERS ON: 5/14/08 M MITER AVENUE NORTH SUITE 200 AiATTLE, vASxwcmN smov ¢05T zea -oReo PLS #41957 EXPIRES: 1/6/10 N0. REVISION vv� A$ SHOWN QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM ,� CITY OF RENTON Planning /Building /Public Works Dept. DW JWC 12 -2 -10 GGNm' .. B.B. oNnwR: P.M. GxE Ixw S.C. IP NW ONE INCH scuE ncmRwxc�r BY DATE APPR ^r'Pxmm: B.B. STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8 PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 1� PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. Q CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL Byl_DanieL Carey __ Date:-4/9/07- 13yi --- - - - - - -- - -- Date'------- - By'---------------- Date-------- - By'- -- -- Date, -- ---- EN©E© ©1 a,E 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT n OBW PM.G D -x-71 i l,3 PLAN AND PROFILE 4 -" 12 T O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION T Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. N ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" q 57 OS CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. N © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL i O.. SEPARATION BETWEEN CATCH BASIN AND GAS LINE. NEW BOX CULVERT Cn ASBUILT LOCATION PRECAST BOX CULVERT CATCH BASIN SSMH ANGLE SECTION, RISER LOCATION REVISED, SSMH w RIM EL =27,41 RIM EL =28.45 SEE DETAIL RIM EL =29.19 4 "PVC N IE =25.51 18" E &VJ IE =16.45 4 18" E &VJ IE =16.89 4 "PVC E IE =24.01 12" S IE =16.95 8" NE IE =17.44 8" S IE =23.41 6" N= IE =17.75 6 X" N IE= 6" NW IE =17.75 DO EX. 8" DDCVA / /// / l //� IN VAULT 'Y� 6e " \ EX. 8 "W FIRE SPRINKLER -L - IACC�SS RISER #3, v STD. COVER EX. 1.5" 'W °. �" RIMm28.60 METER (01 ANT "I-911A t CALL 48 HOURS BEFORE YOU DIG SSMH _SSMH of / / 96" CATCH BASIN RIM EL =29.21 RIM EL= 7_8.41 / 9Z vI / /// IM EL =28.67 1- 800 - 424 -5555 8" NW IE =17.91 8" N IE -17.91 /I /// 6 "PVC E IE =23.96 8" SW IE -_ x7.91 8" SW IE =17,91 q� 42 °CC NE IE =20.92 *1 EASEMENTS 42 "CC SW IE =20.88 City Easements not shown for clarity. CATCH BASIN / / 2°' 48 "CC SE IE =20.84 There is a 10 -foot Easement from the RIM EL =28,60 6" 6 "PVC BE IE =27.30 CATCH BASIN - O ° 0 144 "0 CATCH BASIN outside edge of the box culvert, RIM EL =25.21 i mow_ kf RIM E =29.48 27.40 wide total. BACK -UP POWER - --- 6 "DI E IE =24.01 � j /// ��� 4 C NW IE =20.73 See Easement Drawing for City easement GENERATOR T c 72" CC 2 °CC E IE =20.92 SCALE: 1 " =20' locations and recording numbers. 3 --_------- STA- 16 + _22 -3g - -- GAS (METER CENTER OF_ _ - - WITH BOLLARDS 4>eP�O - -- 'y - - ---XI T 144 "0 STORM DRAINAGE NOTES N= 174391.97 SURVEY COljl'fR9L' N o BH -4 E= 129955.85 � CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING s APT.# 103/ / o / RIM E /_2 , 29.52 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 'l �vAUiT CONNECT TO "F �� TL - - _ EXISTING 3 SEE DETAI_ MAEST: 6 PO HOLED -NOT FOUN WATER LINE \ H SURVEY CONTROL S- •° I - - -h' 1 / / \ A S o -- / / x / 36" SEW PT.# 104 2 g" 8 n `Z' °/ / *7 8'W ENC E ENT NEW WATER LINE N= 174301.57 *2 roI 18 Q _ _ - - 18" SS_ .3 / Removed,,, 1 S -SEE SHEET 7 E= 1299251.32 RELOCATE QWEST CONDU S \ SOUTH- 2 4" CON UITS _ _ - -- - - + ACCESS RISE # > SS �-L NORTH- 2 2" CONE S - M --- -\\ -AP TO TOP ( 24 "@ SEWER - - - - / /- -- - s - - - - -- - RIM 30.tOR- - -� -- -- --- DD NEW ULTS IENC EME = / a 1 00 I PIPE _.- TV - ---- - - � - X _ \� -_.v - .:: �� Iry 88P VC S *2 i ` / G - CATCH BASIN VAU T -- -- .� �... - _ i - RIM EL -27.19 - I - ..- �-�- = -r - /.- - - -I- �� --� � _ _ 8" N IE =21.94 � �� / / - - - A _ - ----T - -_ 0 Z( W VAUL 1 NEW VAULT / / i�PP \ 8" S IE= 21.94 / AC S R # gx00� ��� *6 1 / /// *7 �T ZE ADO sPRwxLE� D. C R U BH -3 V�B VALVES v RI 7.tt / y$TA. 13 +84.Q *7 OV,P R LINE ��rd EX.Q ES NDUITS SEE SH / CONSTRUCT( N BASELINE ANGLE POINT s RECAST BO VE 4 ` a SOU H- 2 4" CONDUITS /o��Oi N- 174323.5 I - - - -_. j -- - - - NGLE SE ON, *4 NOR H- 2 2" CONDUITS /�Oi E= 129935 .59 wATe 6 AP 2.2' DEEP TOP /0P /Q PRECAST BOX �tJEVERT VAULT �, ER T ATI RE f *3 ��1 ( }/ P�.j;`' �PSE GAS LINE RELOCATION ANGLE TION, ZF P� �� STA. 12+70. / / APPX STA. 15 +60 roI R ATION RE�ISED, ON STA. T4�1U7L CONSTRU ON BASELINE ANGLE POINT TO STA.13 +65.I S ETAIL q OPO ED VERT NGLE POIN MATCHLINE STA 12 +60 I N=174-2176.1111 /� - -= 1299256.33 : 6r\ E= 12952 521.4 .46 0 `xJAS -BUILT CONSTRUCTION NOTES i2" STW GAS: LE. ?4<-33" *2 QWEST conduits, 2.2 deep. s3 ACCESS RISER #3 Cut, Plugged, Filled, :Abandoned : ACCESS RISER #4 ` 2" TEL. LE :21x3° 42" CONIC. STORM I.E. 19.6± Relocated all conduits to north € Location Revised Location Revised of box culvert. € ACCESS RISER 2 At Riser IE =20.26 j : Potholed,' 4' down At Riser IE =20.97 _ _ _ 2' STW GAS 40 Location Revised 40 *3 TELE, GAS potholed, 2' down. At Riser 1E -20.12 z- n 8' SANITARY _SEwFR CONNECT EXISTING 8" SO Not Found 2" PVC TL I.E. 20.8 I E 17251 - *4 Found 12" Conc Storm. Lu�dS rr 11 6" TEL( ?) I.E. 25:951 2 DI WATER I.E. 24.91 Not active, cut and plugged IE 21.89 12' .AC SANITARY SEWER ends. South end goes t0 35 per Construction_ E -_IT56 EXISTING GROUND 8 DI WATER: 35 Notes .. _.. -.. .... ®- CL PROPOSED ... r...... E.. _ ...__.. .......... old 42" CMP. *2 �5 27.i7 4'x6' BOX CULVERT Relocated 4' PVC ELEC STA. 16 +09.39 *6 Found 24" Conc Storm. ! QWEST Conduits _ *1 I.E. 27.4+ CL EXIST CB Not active, cut and plugged. 30 Contractor 2 "Plastic - TES 30 _... o._. _. __.. -.- .____.. ....__ ._.._. .. ..2 ft deep. ..._. * co _ ........ ABANDON .....RELOCATE..... ..._. ...._._�.. ELEC; 7a Found 6 "conduit w/ 3 li es + R a 8" :WATER �Q! D D 12" WATER a in it. Said to be old Boein � zz D rl line owned /maintained by z o Qwest for medical offices in 25 0 0000 0 0 w. .....00... ._.... - - -- - -- -- - -- - -- - - -- j. .L....... Triton Tower Bldg. aw _ _ -., - ------ - - - - -- 76 1 _ :I 172 'i^� -i- -T1 LF 4'x6' CONC.: BOX CULVERT I I 25 7b Found 2 4" COm. lines N A88LF4'x6' GONG. BOX CULVERT i i -1 S =-QAO "0.0008 running east-west. Z W 84LF4'x6' GONG. :BOX CULVERT -y S= II.98�2' 0.0041 1 II I I 20 v s z2 0.0017 -- - - -- - -- - -- - - -- - -- - -- ------ - - -- 20 *8 Casing 7' into Box Culve v - -- ---- - -._.. - -..- -- ........ _.._ ... ... -. - T Added Conc. ramp on both ides. g *6 F O 6 24 "SD E. er 4' Abndn'd 21.03: rSTA :12 SD STA. h3 +?r;':93�42at= t€g'I` : STA. 15 +46.17 CULVERT ANGLE POINT CULVERT ANGLE.POINT 1 5 CULVERT ANGLE POINT Abndnd I.E. _29s _. _. CALCULATED LOCATION (IE _ 18.76) 15 Approved - -- .... 24 "0 SEWER = i : i i *8 Top of ;Casing EL 23.23 B P B ENCASEMENT PIPE 36'0 SEWER 2 28 007 ENCASEMENT WASgcr�� 10 ....... - ........_. __. ...._. .... -- ..__... 10 .... ............... .............. PIPE 6 b % .►�, : a HORIZONTAL SCALE: 1 " =20' +7338 aw O.,W 5 VERTICAL SCALE: 1 " =5' StONAL 13 +00 14 +00 15 +00 16 +00 5 AS -BUILT SURVEY BY: MLVIDLU vnrvv NINU UNUUM urvL LUtAIIUINn URU I :)///q/ "" vmnruruw,990 CITY OF AS SHOWN NOngo.e . 19a3pm 41 Axis Surveying &Mapping D=271 114 R T T SAC 7 �O� P.M. " 3/4/2008 REVISED STORM LINE AND STRUCTURES PER DWC 12 -2 -10 B'6' RENTON �� � AS -BUILT SURVEY. REMOVED UNNEEDED °P"""' - STAMPED BY: ALLEN W. GRISSOM o,axm. ONE 1N0H DATUM CONSULTING ENGINEERS - S.C. IF NOT ONE INC" ON- 5/14/08 " *"ALL Planning/Building/Public Works Dept. �¢ 781 BUM AVENUE NOTUH UHTE x09 . ODI.. y sEnTaE, vastmFEm� 98109 am) 8sa m PLS #41957 EXPIRES: 1/6/10 N0. REVISION BY DATE APPR "PFR B.B. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. (D CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. / ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 10 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 13 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �2 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL Byl- Daniel Carey - - -- Date, -4 /9/07_ By'----------- Date'------- - By :- ____ _ - Date ------ By'- - - - -- - - -- Date - - - - --- AS-BUILT 0 -7110 DnTe RENTON VILLAGE STORM SYSTEM PROJECT Fl�O d_� - CR711 PLAN AND PROFILE 5 "" 12 O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION y Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" q 57 OS CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL i SEPARATION BETWEEN CATCH BASIN AND GAS LINE. i2" STW GAS: LE. ?4<-33" *2 QWEST conduits, 2.2 deep. s3 ACCESS RISER #3 Cut, Plugged, Filled, :Abandoned : ACCESS RISER #4 ` 2" TEL. LE :21x3° 42" CONIC. STORM I.E. 19.6± Relocated all conduits to north € Location Revised Location Revised of box culvert. € ACCESS RISER 2 At Riser IE =20.26 j : Potholed,' 4' down At Riser IE =20.97 _ _ _ 2' STW GAS 40 Location Revised 40 *3 TELE, GAS potholed, 2' down. At Riser 1E -20.12 z- n 8' SANITARY _SEwFR CONNECT EXISTING 8" SO Not Found 2" PVC TL I.E. 20.8 I E 17251 - *4 Found 12" Conc Storm. Lu�dS rr 11 6" TEL( ?) I.E. 25:951 2 DI WATER I.E. 24.91 Not active, cut and plugged IE 21.89 12' .AC SANITARY SEWER ends. South end goes t0 35 per Construction_ E -_IT56 EXISTING GROUND 8 DI WATER: 35 Notes .. _.. -.. .... ®- CL PROPOSED ... r...... E.. _ ...__.. .......... old 42" CMP. *2 �5 27.i7 4'x6' BOX CULVERT Relocated 4' PVC ELEC STA. 16 +09.39 *6 Found 24" Conc Storm. ! QWEST Conduits _ *1 I.E. 27.4+ CL EXIST CB Not active, cut and plugged. 30 Contractor 2 "Plastic - TES 30 _... o._. _. __.. -.- .____.. ....__ ._.._. .. ..2 ft deep. ..._. * co _ ........ ABANDON .....RELOCATE..... ..._. ...._._�.. ELEC; 7a Found 6 "conduit w/ 3 li es + R a 8" :WATER �Q! D D 12" WATER a in it. Said to be old Boein � zz D rl line owned /maintained by z o Qwest for medical offices in 25 0 0000 0 0 w. .....00... ._.... - - -- - -- -- - -- - -- - - -- j. .L....... Triton Tower Bldg. aw _ _ -., - ------ - - - - -- 76 1 _ :I 172 'i^� -i- -T1 LF 4'x6' CONC.: BOX CULVERT I I 25 7b Found 2 4" COm. lines N A88LF4'x6' GONG. BOX CULVERT i i -1 S =-QAO "0.0008 running east-west. Z W 84LF4'x6' GONG. :BOX CULVERT -y S= II.98�2' 0.0041 1 II I I 20 v s z2 0.0017 -- - - -- - -- - -- - - -- - -- - -- ------ - - -- 20 *8 Casing 7' into Box Culve v - -- ---- - -._.. - -..- -- ........ _.._ ... ... -. - T Added Conc. ramp on both ides. g *6 F O 6 24 "SD E. er 4' Abndn'd 21.03: rSTA :12 SD STA. h3 +?r;':93�42at= t€g'I` : STA. 15 +46.17 CULVERT ANGLE POINT CULVERT ANGLE.POINT 1 5 CULVERT ANGLE POINT Abndnd I.E. _29s _. _. CALCULATED LOCATION (IE _ 18.76) 15 Approved - -- .... 24 "0 SEWER = i : i i *8 Top of ;Casing EL 23.23 B P B ENCASEMENT PIPE 36'0 SEWER 2 28 007 ENCASEMENT WASgcr�� 10 ....... - ........_. __. ...._. .... -- ..__... 10 .... ............... .............. PIPE 6 b % .►�, : a HORIZONTAL SCALE: 1 " =20' +7338 aw O.,W 5 VERTICAL SCALE: 1 " =5' StONAL 13 +00 14 +00 15 +00 16 +00 5 AS -BUILT SURVEY BY: MLVIDLU vnrvv NINU UNUUM urvL LUtAIIUINn URU I :)///q/ "" vmnruruw,990 CITY OF AS SHOWN NOngo.e . 19a3pm 41 Axis Surveying &Mapping D=271 114 R T T SAC 7 �O� P.M. " 3/4/2008 REVISED STORM LINE AND STRUCTURES PER DWC 12 -2 -10 B'6' RENTON �� � AS -BUILT SURVEY. REMOVED UNNEEDED °P"""' - STAMPED BY: ALLEN W. GRISSOM o,axm. ONE 1N0H DATUM CONSULTING ENGINEERS - S.C. IF NOT ONE INC" ON- 5/14/08 " *"ALL Planning/Building/Public Works Dept. �¢ 781 BUM AVENUE NOTUH UHTE x09 . ODI.. y sEnTaE, vastmFEm� 98109 am) 8sa m PLS #41957 EXPIRES: 1/6/10 N0. REVISION BY DATE APPR "PFR B.B. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. (D CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. / ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 10 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 13 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �2 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL Byl- Daniel Carey - - -- Date, -4 /9/07_ By'----------- Date'------- - By :- ____ _ - Date ------ By'- - - - -- - - -- Date - - - - --- AS-BUILT 0 -7110 DnTe RENTON VILLAGE STORM SYSTEM PROJECT Fl�O d_� - CR711 PLAN AND PROFILE 5 "" 12 T T N N CL I `i c SS:MIT SCALE: 1 " =20' RIM EL= 28.45 3 18 E &VI IE =16.4 12' S I] ­16.95 6" NE IE =17.75 5" NW E =17.75 IN VAULT 12 "W (PLAN W -2114 *2 REVISION TO NEW 8" WATER SERVICE TO TRITON TOWERS BLDG PROFILE VIEW (nts) Ex. 6" W to Ex. Tele Conduits Building Vaults THRIFTWAY STORE *1 NEW BOX CULVERT ASBUILT LOCATION EX. 8 "W FIRE SPRINKLER S RENTON VILLAGE PL Added 6" GV 2 45 ELs (FL) New 8" Service, 1 Spool (FL) 6 "x8" Reducer Thrust Block *1 AS —BUILT CONSTRUCTION NOTES *7a Found 6 "conduit w/ 3 lines in it. Said to be old Boeing line owned /maintained by Qwest for medical offices in Triton Tower Bldg. 71b Found 2 4" com. lines running east —west. EXISTING GRADE P. 8 �4' aF WA9q��,�.�✓. 0 � 2 b Am, a �o A 37338 q ryW d'OIST �SS'.ONAL G EXPIRES: 8/20/2007 RIM EL= 2921 RIM EL =28.41 8" NW IE =17.91 8" N IE =17.91 8" SW IE =17.91 8" SW IE =17.91 CUT AND' CAP EX 8"W NORTH OF TEE - = INSTALL 8 "MJ PLU, AND CU N NEW: THRUST BLOCK 1 6" TEE (FL , 2 -6VGVp(I *X AS � -D4w�l 1 — 61"X" ' INCREASE W w' -2-- 6 SLE S -B OC-K 1 / Q1 -6 "GV XFL) I SEE PdURE FOR F Z2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. EXISTING GRADE )E (FL X MJ) irWUtNLa 1-UK 7L -INUM YVA 1 1=1 )N ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD -MAN BLOCKS ON EXISTING 12" WATER LINE ON / EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5 -DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO / 9 DEAD -MAN BLOCKS WITH 6- 3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL TEMPORARY 12 -INCH END CAPS ON EACH SIDE OF EXISTING 12 -INCH WATER LINE. 4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH. INSTALL DEADMAN BLOCK ON EX 12 "W CUT IN NEW: 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8 -INCH LINE. 12 "X 8" TEE (FL X FL) �1 - 12" GV (FL X MJ) 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT 1 - 8" GV (FL X MJ) NEW 8 -INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND -1 - 12" ADAPTER (FL X MJ) WILL INSTALL NEW 6 -INCH TEE AND VALVES. rxsN_- eLee_K- T] - ST _BL T - 7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE _W_ 12_.01 W 12 -INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR. 2 % 8. REMOVE ISOLATED SECTION OF EXISTING 12 -INCH WATER LINE AND INSTALL NEW BOX CULVERT. 55' 8 "DI W > Ss - 9. INSTALL NEW 12 -INCH WATER LINE ABOVE BOX CULVERT, WITH 6 -INCH a 0 EL= 62 THICK ETHAFOAM PAD UNDER 12 -INCH WATER LINE ABOVE BOX CULVERT, 00 oN�OM 18" E &w IE- 9.57 INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW -OFFS. TV a "PVC S IE= SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 -3/4" —�L - SHACKLE RODS. ROTECT­TRI E 10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12 —INCH -- / WATER LINE. 11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 12 —INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX V:E RE ME R CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS. / CONSTRUCTION NOTES I EX. 3" I IN iZ _ io TO TRI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 )OMESTI01 METE ATION M TER O CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND T (w_5 ) SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN TOWERS NE BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER WATER RELOCATION IS COMPLETED. O2 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CF OPEN ENDS WITH CONCRETE. O3 RELOCATE 55'1 NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER BOX CULVERT IS INSTALLED. EXISTING GRADE 4'6"± 3't 8' MIN. 8' MIN. 2T1 � 1T1 NEW 12 "DI PIPE I 5' MIN. ' 8't NSPOOLS (TYPICAL) LEG ^ LENGTHS AS NEEDED 18" MIN EX 12" DI W 6 3/4" SHACKLE SPOOL SPOOL RODS (TYPICAL) 12" SLEEVE (MJ) 4 DEADMAN BLOCK NEW 12" GATE VALVE (TYR EACH SIDE) (MJ X MJ) 2- 12" 22 1/2 ' BENDS (MJ X ... SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) BACK -UP POWER 12" WATER SS MH GENERATOR _ 44 - RIM EL =29.19 18" E &W IE =1'89 GAS METER `75 ' 8" NE IE =11.44 WITH BOLLARDS INSTALL DEAD BLOCK N EX 12 "W X" N IE= CUT IN NEW 2" GV (MJ X J) BLOCK VZL"rl 6Z NE STAL 30 - ' .. EX. 1.5" - - -- METER - —�- 0w `? M E VALVE. --- CUT AND' CAP EX 8"W NORTH OF TEE - = INSTALL 8 "MJ PLU, AND CU N NEW: THRUST BLOCK 1 6" TEE (FL , 2 -6VGVp(I *X AS � -D4w�l 1 — 61"X" ' INCREASE W w' -2-- 6 SLE S -B OC-K 1 / Q1 -6 "GV XFL) I SEE PdURE FOR F Z2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. EXISTING GRADE )E (FL X MJ) irWUtNLa 1-UK 7L -INUM YVA 1 1=1 )N ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD -MAN BLOCKS ON EXISTING 12" WATER LINE ON / EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5 -DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO / 9 DEAD -MAN BLOCKS WITH 6- 3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL TEMPORARY 12 -INCH END CAPS ON EACH SIDE OF EXISTING 12 -INCH WATER LINE. 4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH. INSTALL DEADMAN BLOCK ON EX 12 "W CUT IN NEW: 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8 -INCH LINE. 12 "X 8" TEE (FL X FL) �1 - 12" GV (FL X MJ) 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT 1 - 8" GV (FL X MJ) NEW 8 -INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND -1 - 12" ADAPTER (FL X MJ) WILL INSTALL NEW 6 -INCH TEE AND VALVES. rxsN_- eLee_K- T] - ST _BL T - 7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE _W_ 12_.01 W 12 -INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR. 2 % 8. REMOVE ISOLATED SECTION OF EXISTING 12 -INCH WATER LINE AND INSTALL NEW BOX CULVERT. 55' 8 "DI W > Ss - 9. INSTALL NEW 12 -INCH WATER LINE ABOVE BOX CULVERT, WITH 6 -INCH a 0 EL= 62 THICK ETHAFOAM PAD UNDER 12 -INCH WATER LINE ABOVE BOX CULVERT, 00 oN�OM 18" E &w IE- 9.57 INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW -OFFS. TV a "PVC S IE= SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 -3/4" —�L - SHACKLE RODS. ROTECT­TRI E 10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12 —INCH -- / WATER LINE. 11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 12 —INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX V:E RE ME R CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS. / CONSTRUCTION NOTES I EX. 3" I IN iZ _ io TO TRI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 )OMESTI01 METE ATION M TER O CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND T (w_5 ) SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN TOWERS NE BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER WATER RELOCATION IS COMPLETED. O2 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CF OPEN ENDS WITH CONCRETE. O3 RELOCATE 55'1 NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER BOX CULVERT IS INSTALLED. EXISTING GRADE 4'6"± 3't 8' MIN. 8' MIN. 2T1 � 1T1 NEW 12 "DI PIPE I 5' MIN. ' 8't NSPOOLS (TYPICAL) LEG ^ LENGTHS AS NEEDED 18" MIN EX 12" DI W 6 3/4" SHACKLE SPOOL SPOOL RODS (TYPICAL) 12" SLEEVE (MJ) 4 DEADMAN BLOCK NEW 12" GATE VALVE (TYR EACH SIDE) (MJ X MJ) 2- 12" 22 1/2 ' BENDS (MJ X ... SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) D- 211115 MOVE 12" WATER D- 211115 12" WATER MAIN RELOCATION NOT TO SCALE JIM REVISION -- SPOOL 6" THICK ETHAFOAM PAD OVER BOX CULVERT 6 3/4" SHACKLE RODS (TYPICAL) M 111111=1 4 SHACKLE RODS (AS REQUIRED) 6 -3/4" FOR 12 —INCH PIPE (SEE CITY DETAIL B089) 3" CLR CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES X12" PIPE 1.5' MIN. I b.J \_ CLASS 5 1/2 SACK CONCRETE 3" CLR 3000 PSI MIN EX 12" DI Al PLAN VIEW #4 REBAR 8" O.C. E.W. -- - CENTER IN CONCRET SPOOL�� NEW 12" GATE VALVE LE- DEADMAN BLOCK `O > (FL X MJ) SEE DETAIL 12 "X 8" TEE (FL X FL) 6 3/4" SHACKLE "> 12" ADAPTER (FL X MJ) RODS (TYPICAL) 1 4-- 6' MIN. SECTION VIEW RECOMMENDED FOR APPROVAL TYPICAL CONCRETE DEADMAN ANCHOR DETAIL B By,_Daniet_Carey - -__ Date;_4 /9/07_- NOT TO SCALE - By, ---------------- Date: -------- By'---------------- Date'------- - By'---------- - - - - -- Date'-- - - - - -- AS—BUILT Ll — 1 O AS SHOWN Ho N,- XM ,su;,sa, CITY OF 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fl DBM: RENTON ME one ;NCX DATUM wuw"c no: Al 11 I - Planning /Building /Public Works Dept. ;F..XE.. WATER MAIN RELOCATION SfJiE ACNftgXGLY ��RR �! SHEE,: 7 " 12 NEW 4' X 6' BOX CULVERT 12" WATER MAIN RELOCATION NOT TO SCALE JIM REVISION -- SPOOL 6" THICK ETHAFOAM PAD OVER BOX CULVERT 6 3/4" SHACKLE RODS (TYPICAL) M 111111=1 4 SHACKLE RODS (AS REQUIRED) 6 -3/4" FOR 12 —INCH PIPE (SEE CITY DETAIL B089) 3" CLR CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES X12" PIPE 1.5' MIN. I b.J \_ CLASS 5 1/2 SACK CONCRETE 3" CLR 3000 PSI MIN EX 12" DI Al PLAN VIEW #4 REBAR 8" O.C. E.W. -- - CENTER IN CONCRET SPOOL�� NEW 12" GATE VALVE LE- DEADMAN BLOCK `O > (FL X MJ) SEE DETAIL 12 "X 8" TEE (FL X FL) 6 3/4" SHACKLE "> 12" ADAPTER (FL X MJ) RODS (TYPICAL) 1 4-- 6' MIN. SECTION VIEW RECOMMENDED FOR APPROVAL TYPICAL CONCRETE DEADMAN ANCHOR DETAIL B By,_Daniet_Carey - -__ Date;_4 /9/07_- NOT TO SCALE - By, ---------------- Date: -------- By'---------------- Date'------- - By'---------- - - - - -- Date'-- - - - - -- AS—BUILT Ll — 1 O AS SHOWN Ho N,- XM ,su;,sa, CITY OF 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fl DBM: RENTON ME one ;NCX DATUM wuw"c no: Al 11 I - Planning /Building /Public Works Dept. ;F..XE.. WATER MAIN RELOCATION SfJiE ACNftgXGLY ��RR �! SHEE,: 7 " 12 N N tg &'116• & rer SEEMS P PRIOR SECAffNi: '110' 'n'=6 NI 7 'TS & DO & 12'0 HOE N SASE - FOR e' STORM PIPE TI' & 42' USING STM DRAM PIPE Y PIECES KR AN SEGMENT: = 24 = 25 & Ne &'113' PIECES PER RENSEO 01510NER OVA 0]/25] uema Arz Iwo EIISRNO, &W , //, ",w &'BS' PLAN VIEW 600 MIAMI] TOP 'N' & B VNi flf b$ TOP i� CATCH BASIN UM D[SORIPT" 10' -0• RIECES PER`S LINEAR SEGMENT. i 4 n -5 MArc Aim Flat Foot 010- SiW540 -000 BI' =5 5.67 bcr na' & rely 369 AEGSS (3) PULES 10 -0' PIECES PER UNEAR SEGWM: n' = I5 v /ze 'BE- 'il3' &'812' 18' SS LOSTNG SEWER 'DO' 17� ENCASEMENTS s &W , //, ",w &'BS' PLAN VIEW 600 MIAMI] TOP 'N' & B VNi flf b$ TOP SECTION AA 6070 AR NI TOP Ti' & EASE '81' / 1- _ 'T5 &'85 '}' 'n, & 'BE - I e 0 \ / a - - - - - my - -- \ / I e g Bid l 1 a I 48'0 ACCESS MULE e ;tee &,61, %2' & 1811' V816 H OR AUMOR LACES IN TW5 & BANES VIEW BB 6070 TIGER TOP G. & NASA'B1' /VAULT arm �maoxitm F;�n °u�. ACCESS HOE \ SIDE VIEW leg s x)36'6 SE1ttR ENCASEMEN BASE re 1/400 NNOCROUT \ ERISRNG 5D i� 1 UM D[SORIPT" i I i 4 o MArc Aim Flat Foot 010- SiW540 -000 t 5.67 bcr 16 14 X 40' GR11 SECTION AA 6070 AR NI TOP Ti' & EASE '81' / 1- _ 'T5 &'85 '}' 'n, & 'BE - I e 0 \ / a - - - - - my - -- \ / I e g Bid l 1 a I 48'0 ACCESS MULE e ;tee &,61, %2' & 1811' V816 H OR AUMOR LACES IN TW5 & BANES VIEW BB 6070 TIGER TOP G. & NASA'B1' /VAULT arm �maoxitm F;�n °u�. ACCESS HOE \ SIDE VIEW leg s x)36'6 SE1ttR ENCASEMEN BASE re 1/400 NNOCROUT \ ERISRNG 5D STRVGNRN. NOTES 1. OGNERE I: 28 DAY COMPREOME SUNNGRI fc = E000 PN 2 REBATE: AM A -615 GRAM 60 SAM ASiM A -185 GRADE 65 4. DESIGN: AEI- 318-0.5 BUMN9 CODE 5. LOADS AASNTO H -20 TRUCK NHEFE P =18.0 VIP ANUM 0- 890'MWMUM SM1RVCNRAL DESIGN LOOK FOR IMPOSING STRUCTURAL PRECAST 60NORE E WATER AND WASIEMATFR STRUCTURES' 3015 IMPACT FOR If15 THAN 2 n. SOL COVER M Ed 304 DEN nY 50 Pct UP. LATERAL Sol PRESSURE 100 Ed UVE LOAD SURCHARGE r O" TRENCH 0' -0° TO 5' -0" 81 FWIM GRADE GENERA. NOTES L PUSTOMM To, VERIFY ALL TRENCH FEATURES DO ALL NEMNNG, 6ROUTNB & DPW OF VAULTS, HINTS & SONS (U NAG NM-WW Mon SUPPLY WFBD P1ALE& &INSTALL ALL FIRMS INSTALL All LADDERS UP, ALL PMONG SHIPPING WEIGHT TOPS: (51) TP %8D016s, (1)'E' 3,464 0s Ui 'Te 2,769 O4 (2)'15' 8.490 &a, (1)'75 3,933 ho, D)'D' 6,346 165, (1) 'Ne 6,2,70 ibs, U)'T9' 4,839 E, (4) TO' 7,367 Al. (1) 711' 5,140 mx (I)'nz 5.o]D &x U TS• ],218164 U)'ne 6,234 U BASES (55)'81' 14,850 lb, (1)'82' IZOGJ N, (1)'83' 5,]50165 (1)'94' 4.592 111, (2) O51&7IJ Ws (i '116' 6,549168 (1) $r 1Q75U 1,% (1)188 10 615 1" (1)'69' 8,209 Ms, (1 '915 81154165, (1) On' 7,163 lb. (1) W PENN lbs. (Dole IZ341 lb, - (135) PIEPER TOTAL SYSTEM PROJECT IM'OIXISiING'��/ CAi[N / I / / / m \ / e Bs n & 111 \ ro r 6 a / At / B1Y &'B11' i� 1 UM D[SORIPT" REM/ i 4 o MArc Aim Flat Foot 010- SiW540 -000 2 5.67 bcr 16 14 X 40' GR11 010 SSWOTD -ODO 9 r,c, er�mariv y bar m v i iRENCN� 0 WELD PL" N Re6or / OASE i£UETAIL _ .e; L.M - woUT ms Cmaete MA -SEC 9610 ACCESS m s°..� 220 ° / MTU news 010-9300070-00) m 4-TON PIE' ANCHOR IN LOPS FO & BASES ' i \,.�/ o/ / .A')Irl Kwis a °o 6TOwF pRax� \ _ NOTE: CORNER CONNECTION DETAIL WELD PLATE DETAIL C .E 6r:A� °mJq°I "s" \B TYPICAL ALL CORNER BASES SEGEON YEW THROUGH BASE C MOVED W TOP To'NS LOCATOR, DELETED TI4' 01 MW ns mP (WAS T0' 12') N UTD 9 REt45ED UttYJ PER WSTONER RE Ofi 0 7 T QUEST 2 0 NW / / axaaan ttnawms saRS onrz 7 T;: o oz o] / ! wso;;w s¢ 6070 TRENCH {2 °0 EYJSING 5➢ i i EV . nle BASE TO COMPENSATE, TI4' TOP "�xc uu "°°` "°"""ro' RENrDNYelAGESlORMSYSTEAIPRD€GT 010— S067009 01 C WR -001 HAS SPUN HAS BEEN SHORTENED AND WHEN BUTTED Y1S MALL NATO UP AIR CONSULTING ENGINEERS I ' /L'� D=27 •TE1 &.�. 1 1 �/\ END 0 AIA ABOVE END OF'BI3' BASE SEE SIDE MEW ABOVE o & In, O �� 0 Se ➢ 1 1 2`0 MINION B ' / IN // ; 1 B �- Ir, H01E u 'ME \ ._.. FOR 8" M n'I' STRVGNRN. NOTES 1. OGNERE I: 28 DAY COMPREOME SUNNGRI fc = E000 PN 2 REBATE: AM A -615 GRAM 60 SAM ASiM A -185 GRADE 65 4. DESIGN: AEI- 318-0.5 BUMN9 CODE 5. LOADS AASNTO H -20 TRUCK NHEFE P =18.0 VIP ANUM 0- 890'MWMUM SM1RVCNRAL DESIGN LOOK FOR IMPOSING STRUCTURAL PRECAST 60NORE E WATER AND WASIEMATFR STRUCTURES' 3015 IMPACT FOR If15 THAN 2 n. SOL COVER M Ed 304 DEN nY 50 Pct UP. LATERAL Sol PRESSURE 100 Ed UVE LOAD SURCHARGE r O" TRENCH 0' -0° TO 5' -0" 81 FWIM GRADE GENERA. NOTES L PUSTOMM To, VERIFY ALL TRENCH FEATURES DO ALL NEMNNG, 6ROUTNB & DPW OF VAULTS, HINTS & SONS (U NAG NM-WW Mon SUPPLY WFBD P1ALE& &INSTALL ALL FIRMS INSTALL All LADDERS UP, ALL PMONG SHIPPING WEIGHT TOPS: (51) TP %8D016s, (1)'E' 3,464 0s Ui 'Te 2,769 O4 (2)'15' 8.490 &a, (1)'75 3,933 ho, D)'D' 6,346 165, (1) 'Ne 6,2,70 ibs, U)'T9' 4,839 E, (4) TO' 7,367 Al. (1) 711' 5,140 mx (I)'nz 5.o]D &x U TS• ],218164 U)'ne 6,234 U BASES (55)'81' 14,850 lb, (1)'82' IZOGJ N, (1)'83' 5,]50165 (1)'94' 4.592 111, (2) O51&7IJ Ws (i '116' 6,549168 (1) $r 1Q75U 1,% (1)188 10 615 1" (1)'69' 8,209 Ms, (1 '915 81154165, (1) On' 7,163 lb. (1) W PENN lbs. (Dole IZ341 lb, - (135) PIEPER TOTAL SYSTEM PROJECT IM'OIXISiING'��/ CAi[N / I / / / m \ / e Bs n & 111 \ ro r 6 a / At / B1Y &'B11' PLAN VIEW LAYOUT (SHORN AS POURED) 1 T' J� SECTION AA BILL OF MATERIAL PMT xON SNRWx clowt UM D[SORIPT" REM/ i 4 o MArc Aim Flat Foot 010- SiW540 -000 2 5.67 bcr 16 14 X 40' GR11 010 SSWOTD -ODO 9 r,c, er�mariv y bar m v i iRENCN� 0 WELD PL" N Re6or / OASE i£UETAIL _ .e; L.M - woUT ms Cmaete MA -SEC O m s°..� 220 ° / MTU news 010-9300070-00) m mp CNEU'tlD \,.�/ o/ / .A')Irl Kwis a °o 6TOwF pRax� 10 I ox¢ IN. W% nl) CTOr9e k 0- 99?LG�D- ', CORNER CONNECTION DETAIL WELD PLATE DETAIL C .E 6r:A� °mJq°I "s" \B TYPICAL ALL CORNER BASES SEGEON YEW THROUGH BASE C MOVED W TOP To'NS LOCATOR, DELETED TI4' 01 MW 9 REt45ED UttYJ PER WSTONER RE Ofi 0 7 T QUEST 2 0 NW / / axaaan ttnawms saRS onrz 7 T;: o oz o] / ! wso;;w s¢ 6070 TRENCH m«n A xEW 5x¢i D>(u /0] uw n.,me �°` a mean MM .1 SEE ABOK pp �En UTlLrTf`VAULT' 'u.`m" TRBTGH SCE DETAILS LASER UNDERGROUND 2 0 n wn+m O)ticextlovrtnsllw wx90t N[v m. R:xam: Dore N u. "�xc uu "°°` "°"""ro' RENrDNYelAGESlORMSYSTEAIPRD€GT 010— S067009 01 C WR -001 CONSULTING ENGINEERS I ' /L'� D=27 V NO. REVISION SEATTLE, WAS1013TON 911109 GROG) 284-01160 PLAN VIEW LAYOUT (SHORN AS POURED) 1 T' J� SECTION AA BILL OF MATERIAL PMT Ott UM D[SORIPT" REM/ i 4 o MArc Aim Flat Foot 010- SiW540 -000 2 5.67 bcr 16 14 X 40' GR11 010 SSWOTD -ODO 9 IN, bar Reba to x 40' Zo 010-55100]0 -000 N Re6or 280 w -yR Cmaete MA -SEC 010-50IM -000 2 220 cc -Mf PanN Vwlt Rebw 4p,uzr5 010-9300070-00) 5 CNEU'tlD Mom & Sletl FortrUn9. Cbolge__ 010- 930)050 -ODD aw WII FACE ii 6 II II B PLAN VIEW LAYOUT (SHOWN AS POURED) ]R SECTION AA BILL OF MATERIAL PART Ott w ORSCMToN REMO 1 4 e0 Mcsa 4-Tm T -Bar 010 - 5100610 -WO 2 4 m barl Opco Een 1' x 4-1 /Y 010- 5100IW -DOD 9 5.70 bw R&0- 04 x 0 NOW O)0- $5100N -DOD N Re6or 7 1 sift P.M. 2 Mesh 4x4 - WL9 x W29 BFNt on pxH 173 CNEU'tlD P�d � 10 I ox¢ IN. W% nl) CTOr9e k 0- 99?LG�D- ', _.... C .E 6r:A� °mJq°I "s" sq- Wa D SHOP NOTES 1. PRODUCnox Ott: (51) 11' Ton 2 NO STEEL FORM IXRi$ USE HOED FWRUfNP RAGS FOR ALL RARING S FORM WAGONAL DISTANCE 1Y -4i:' tY,' 4. CONCRETE POWER: BROOM UNRSH UN MANNED EDGER TR W1 DETAIL R1 DETAIL SHOP NOTES PLAN VIEW RONMORCNG (S M AS POURED) ® R rc x v 1 f�R SECTION BB REINFORCING CUT LIST PART NN OESCftIPrgN Fr IN SHMF RI 12 /6 Reber ] 1 sIR RR I6 14 Reber 9 9 OUR R3 10 N Re6or 7 1 sift a OltleasNa nmNlne'11' TOPS - UYDUt &REINFORCING RENTOi MUM STORM SYSTEM PROJECT RENTMINA 1. FRCOUCTWR Ott: WE V BASES 2 USE OWN STEEL FORM S CONCRETE FlMRI: UAT FLOAT HNRH RUTH N' PHANFEREO EDGES 4. OIMFN9O451N UIMERETS) ARE GRFBCAL S NP MENOO: AOJISTABIE TRUNNIONS ON FORM ie, � ,. PLAN VIEW PUNIF ONG (SRO AS POURED) SECTION BB REINFORCING CUT LIST PMT M66flPlKK1 FT C ("GED OTY ()SED 1 %V IN V UMAnON) oa/26/07 MW 8 NO CHANQ 06/20/0] NW waK awsne iR A ONG PROARMON Ott FROM BE TO 54, PFNSED SHAFT NUMBER 07/27/07 MW M54tYR MW svM - vesm Dart m ou�e �.-ro'a auam � 8 sm P.M. 2 Mesh 4x4 - WL9 x W29 BFNt on pxH CNEU'tlD Al -11 SINE C. I ox¢ IN. 8Y DATE APPR APPRax6D, C .E 6r:A� °mJq°I "s" ie, � ,. PLAN VIEW PUNIF ONG (SRO AS POURED) SECTION BB REINFORCING CUT LIST PMT M66flPlKK1 FT W SNPE Po 7 t0 /5 Re6or 18 0 PENT R2 12 14 R&L 7 1 Sift R3 16 14 Re6or 9 8 sm W1 2 Mesh 4x4 - WL9 x W29 BFNt 4DAUM Planning /Building /Public Works Dept. AS-MILT . Fits. 2ro T D- 2 -7 1 11111 muss: N /,5 /oa OA1 . 7/2/01 (�-� UNDERGROUND 4 rc 31 TWA MYS« TORM SYSTEM PROJECT nflDBWK — 6 01 C PE SO 009 -0 7 - ;.RENTON VI LI GE ORFMND Box Culvert Layout from Supplier - Utility Vault W, 13 DE z