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HomeMy WebLinkAboutWWP272959O w z cn L6 6 Q 00 0 o; 0 00 0 0 N) CD I- D O } Q 3 0 Lu w O V N w In Q W z Q O 10 0 Zr O I— z W O_ F rn In rn N N CITY OF RENTON a cn S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 — LIND AVE. SW. TO MORRIS AVE. S. PROJECT SWP — 27-2959 SHEET LAYOUT In PROPERTY LINE DISCLAIMER TM pr�perty .n- d.— n— — b-W on ....al. hf.—Um not on . --od kc.ti- and .r. only eppradnwta SCALE: 1 *=120' �0 ♦ am o ♦0r.tsoo gJORAL E70fES 7-12-7DD/ D-295_901 w.r �.. �" �°"" �; CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT l���i��oa G>t,�y Boa, DRAFT .i RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. "°° e �' J.N. I�1 DATUM �'r CONSULTING ENGINEERS '®M.W. PlOnning�Building�Public Works Dept. COVER �, a.rnc �mi aw -aa. NO. REVISION BY DATE APPR """�' K.E •— 1 "26 L0 rn N r" N d 07 0 F It w z i� m - 0 F Q N N c6 0 N7 0 N N Cl 0 r a J 3 0 z w cD w J N i w N Q _ r z a ti 0 10 N _> Z 0 z w ckf C� CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CIT ONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CIF CUBIC FEET CFS CUBIC PER SECOND DC ��FEET CURVATURE DUCTILE IRO DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EST ESTIMATED 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 ---10 --- HDPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER TV ELEVATION INV INVERT FO— INCH L P LB POUND LF LINEAR FEET T W MMFR MANUFACTURERM MH MANHOLE G MIN MINIMUM MJ MECHANICAL JOINT NISC MISCELLANEOUS I —� S NO NUMBER NTS NOT TO SCALE SD OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION SO PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE PERFORATED F~ PVC POLYVINYL CHLORIDE �... PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT }— D� PC POINT OF CURVATURE PT OF TANGENCY QUA NTITY R RADIUS RR RAILAIROAD RED RQNF-_ REDUCER REINFORCE O ABBREVIATIONS ABBREVIATIONS ABND ABANDONED) AC ASBESTOS CEMENT PIPE READ REQUIRED ADJ ADJUST R RIGHT-OF-WAY ALT ALTERNATE S SLOPE ALUM ALUMINUM S SOUTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE SCH SCHEDULE ASPH ASPHALT SF SQUARE FEET ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS SHT SHEET ASSY ASSEMBLY SPECS SPECIFICATIONS AVE AVENUE SQ SQUARE BF BLIND FLANGE SSCO SANITARY SEWER CLEANOUT BLDG BUILDING SSMH SANITARY SEWER MANHOLE BLK BLOCK STA STATION BO BLOW OFF STD STANDARD CTR CENTER TC TOP OF CURB CAP CORRUGATED ALUMINUM PIPE TEL TELEPHONE CB CATCH BASIN TESC TEMPORARY EROSION & SEDIMENT CONTROL CI CAST IRON THIRD THREADED THRU THROUGH T.O.S. TOP OF SLAB TYP TYPICAL LINK UNKNOWN VERT VERTICAL W/ WITH W/O WITHOUT WTR WATER SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION J■■■■f J■■■■� -o • rase o o B10WAL DMn- 7-12-1001 0 CURB & GUTTER ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING RIGHT-OF-WAY UNE - — CENTERUNE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT UNE TEMPORARY EASEMENT LINE CONTOUR UNE BURIED CABLE TV BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE W WATER MAIN (SIZE AS NOTED) SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION GAS MAIN IRRIGATION UNE SANITARY SEWER SO STORM DRAIN (DIA. < 187 SD STORM DRAIN (DIA. >= 18' SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE O SANITARY SEWER MANHOLE CLEANOUT o TYPE 1 CATCH BASIN OR CURB INLET O TYPE 2 CATCH BASIN 9.1 I" POLE WITH GUY WIRE POWER / TELEPHONE / GUY POLE LUMINAIRE YARD UGHT JUNCTION BOX (AS NOTED) N GATE VALVE BUTTERFLY VALVE WATER METER fi FIRE HYDRANT REDUCER THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER 7 CAP/PLUG BLOW -OFF WELL MAIL BOX (NOTED) i SIGN EMBANKMENT TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT ® BORING AND TEST PIT LOCATIONS ® MONUMENT e ANGLE POINT / CONTROL POINT BENCH MARK 1 DETAIL NUMBER 1 REFERENCE SHEET INDEX SHEET NO. DESCRIPTION 1 COVER 2 VICINITY & LOCATION MAPS, SYMBOL LEGEND, ABBREVIATIONS, AND INDEX 3 SURVEY CONTROL TABLE AND MAP 4-12 STORM DRAINAGE IMPROVEMENT PLAN & PROFILE 13-14 LATERAL STORM DRAINAGE IMPROVEMENT PROFILES 15 SANITARY SEWER PLAN AND PROFILE 16 SANITARY SEWER DETAILS 17-20 STREET RESTORATION PLAN 21 S.W. 7TH STREET CHANNEUZATION 22-23 TYPICAL STREET CROSS SECTIONS 24 TYPICAL STREET CROSS SECTIONS & STORM DRAINAGE TRENCH SECTIONS 25 STORM DRAINAGE VAULT DETAILS 26 DETAILS - TEMPORARY SEDIMENT AND EROSION CONTROL, AND MISCELLANEOUS DETAILS 27 TRAFFIC SIGNAL LOOP SCHEMATIC DRAWINGS LOCATION MAP SCALE: 1'=500' AG —_ato S.T. �� = a� } CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 10/17/03 DRAFT S.T. `° REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S.111a.7 ar CONSULTING ENGINEERS J.H. N ' L ' �N� Planning/Building/Public Worka DepL VICINITY &LOCATION MAPS, SYMBOL LEGEND, '®u.w. ABBREVIATIONS AND INDEX su nt�vnamco, wm. ®urn,® -are N0. REVISION BY DATE APPR 'm' 2 " 26 rn Ln rn N 1\ N EL 07 0 E Of w z r m :6 0 F Q M C6 0 0 M 0 0 0 r a J 3 0 0 z 0 U } w Of m N w fN Q x o_ i_ r- w En z a li 0 0 Z" 0 H Z w E HORIZONTAWERTICAL CONTROL TABLE CONTROL POINT COORD KATES VERTICAL NORTHING EASTING NO. ELEVATION DESCRIPTION 100 174578.0160 1296679.7288 27.63 SET SCRIBE IN SIDEWALK AT NE CORNER OF LIND AVE SW AND SW GRADY WAY AT 6.8' NNW OF TRAFFIC LIGHT POLE AT NE QUADRANT OF INTERSECTION 101 174910.8610 1296683.6903 22.02 SET NAIL AND TACK AT 3.0' EAST OF EAST BACK OF WALL AND 0.5' NORTH OF CONCRETE CURB AT 900 LIND AVE. 102 175869.6353 1296712.6779 23.47 FOUND 5/8" REBAR WITH CAP AT SE QUADRANT OF INTERSECTION LIND AVE SW & SW 7TH ST FOUND MONUMENT WITH 1/2" BRASS AND TACK AT THE INTERSECTION OF LIND 103 175910.2860 1296673.5396 22.65 AVE & SW 7TH ST SET 5/8" REBAR & RED CONTROL CAP AT THE NW CORNER OF ENTRANCE TO 104 175865.5802 1297395.7158 25.71 WALMART AT SW 7TH ST SET 5/8" REBAR & RED CONTROL CAP AT THE INTERSECTION OF HARDIE AVE SW 105 175861.3140 1297971.1926 25.71 & SW 7TH ST 106 175890.9741 1298012.6635 25.24 FOUND 4' SQUARE CONCRETE MONUMENT IN CASE WITH PIN AT THE INTERSECTION OF HARDIE AVE SW & SW 7TH ST 107 175858.5612 1298368.3166 25.82 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT THE SW CORNER OF SW 7TH ST & RAINIER AVE INTERSECTION ON NORTHERLY SIDE OF TRAFFIC ISLAND 108 175888.3833 1298481.3781 26.49 FOUND MONUMENT AT THE INTERSECTION OF RAINIER AVE & SW 7TH ST •���• 109 175862.0813 1298967.9016 24.04 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT THE W ENTRANCE TO SHATTUCK AVE AT SW 7TH ST 110 175859.1716 1299158.9861 24.50 SET LARGE MAG NAIL WITH G&O CONTROL TAG 4.5' NORTH OF STOP SIGN AT THE SE QUADRANT OF INTERSECTION SW 7TH ST & SHATTUCK AVE SET LARGE MAG NAIL WITH G&O CONTROL TAG 4.6' SW OF 20' TALL PHONE 111 175855.9858 1299470.8724 25.48 POLE NEAR BANKER REBUILD & TOWING BUILDING 112 176367.4684 1299156.6462 25.67 FOUND 4' SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH PUNCH AT THE INTERSECTION OF SHATTUCK AND S 6TH ST. MONUMENT, TACK IN CONCRETE AT THE INTERSECTION OF MORRIS AVE S & S 113 176353.9719 1299788.5638 27.24 6TH ST DOWN 0.45' 114 176346.7311 1300104.3658 27.20 FOUND CONCRETE MONUMENT WITH LEAD PLUG & BRASS TACK AT THE INTERSECTION OF S 6TH ST & SMITHERS AVE, DOWN 1.56 DEEP 115 176340.0596 1300395.3281 29.57 FOUND CONCRETE MONUMENT WITH 2" BRASS DISK WITH PUNCH, IS WESTERLY MONUMENT AT INTERSECTION 6TH & BURNETT AVE S 116 176339.9188 1300400.5115 29.54 FOUND 5" SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH NO MARK. EASTERLY MONUMENT AT S 6TH & BURNETT 117 175880.3245 1300094.1636 25.75 FOUND 3" BRASS IN CONCRETE WITH "V". WESTERLY MONUMENT AT SW 7TH ST & SMITHERS AVE 118 175880.2709 1300104.2553 26.38 FOUND 4" SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH PUNCH. EASTERLY MONUMENT OF SW 7TH ST & SMITHERS 119 175815.0849 1300102.8054 26.61 FOUND 4' SQUARE CONCRETE MONUMENT WITH LEAD PLUG & TACK AT POINT OF CURVATURE HEADING SOUTH FROM SW 7TH ST ON SMITHERS AVE. 120 175867.2373 1300079.8458 26.49 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT 4' SOUTH OF BUTTON LINE EAST BOUND LANE AT 15' E OF EAST BOUND STOP SIGN 121 175851.6784 129974-4.8319 26.06 SET LARGE MAG NAIL WITH G&O CONTROL TAG IN FIRE LANE OF WEST EDGE OF PARKING LOT AT SW 7TH ST & HARRIS AVE 122 175885.1003 1299146.0720 24.38 FOUND 2" BRASS IN CONCRETE WITH PUNCH DOWN 0.5' AT INTERSECTION OF SHATTUCK AVE & SW 7TH ST SET NAIL AND TACK WITH G&O CONTROL TAG IN CRACK OF SIDEWALK AT 1.25' 123 175958.7336 1295980.9323 23.06 SOUTH OF WEST EDGE OF WALK, 8.5' NORTHEAST OF LUMINAIRE POLE 124 175967.2009 1295417.5061 22.68 SET 5/8" REBAR WITH RED CONTROL CAP G&O CONTROL AT 1' NORTH OF SOUTH EDGE OF WALK AT ANGLE POINT 125 175925.9185 1295615.2610 23.32 FOUND 3' BRASS SURFACE MONUMENT AT 1.7' EAST OF EASTERLY TRACK OF RAILROAD TRACKS FOUND 4" SQUARE CONCRETE MONUMENT WITH 1/2" BRASS PIN WITH PUNCH 126 175933.1707 1295376.6287 22.07 DOWN 0.85' AT INTERSECTION OF THOMAS AVE AND SW 7TH ST 127 175988.0183 1294748.9500 21.42 SET SCRIBE IN SIDEWALK AT POWELL AVE SW AND SW 7TH ST AT 4.6' NW OF FLOWUNE AT NW QUADRANT OF INTERSECTION 128 175951.3095 1294791.0782 20.94 FOUND 4" SQUARE CONCRETE MONUMENT WITH 1/2" BRASS PIN WITH PUNCH DOWN 1.0' AT INTERSECTION OF POWELL AVE SW AND SW 7TH ST CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1ST CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1ST CLASS �G. E PLAN 19COORDI1 (STATE PLAN COORDINATES) ,a STREET STATIONING ON S.W. 7TH STREET BEGINS STA. 1+00 AT orcT►s INTERSECTION OF S.W. 7TH STREET AND LIND AVENUE. emu. Ina yens Iz-I-xw CONTROL POINTS USED: CITY OF RENTON CONTROL NETWORK MONUMENTS NUMBERS 1854, 60, AND 1898. Gip 8c Oebw nn, I>oa C13NSLILTING ENGINEERS �m mno .vac ion. acrz � I HEREBY CERTIFY 7 OF THE TOPOGRAPH OF A SURVEY MADE JD VERTICAL LOCATIONS REON ARE THE RESULT DIRECTION. SCOTT L. THOMAS L.S. 16930 DATE: 5 13 03 1 NO. I REVISION MON. PT. NO. 103 1 STA. 1 +00 1 3 j > is 5"/-- 3 � j I --------13 - �--- S 89'09'13" E S 89'41'00" E S 89'43'01' E SW. 7TH STREET MON. PT.1 NO.106 MON. PT NO.108 iMc STA. 14+'39.26 STA. 19+0 .98 / ST _w� 1 - - J t- - - L MON. PT. --- - -- --J-- `! I ! NO. 112 MON. PT. MON. PT. MON. PT. --- �- NO. 113 N0. 114 - - NO. 115 - - r - L_- I -_- I W I I I >1 1` , �- I i i co i ! Q - - -- I - - - - L - J i _ '- - - - - - - J STATION LINE S 89'42'41" E % _END .POINT S 89'25'24" E STA. 37+93.06 -- r- - -- -- -- --- -- ; - -- -- N 175877.63 MON. PT. N0. 122 S. 7TH: STREET ^ '` E 1300366.42 STA. 25+72.68 i I ® / MON. PT. NO. 117 I MOH. PT. 0. 118 MON. T. STA. 35 0.88 / - _ STA. 35+20.78 _ N0. 119 SURVEY CONTROL MAP SCALE: 1 "=100' D-29590- S.T. ��`�°� •A CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT �7/03 M.W. `L RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. Planning/Building/Public Works Dept SURVEY CONTROL TABLE AND MAP BY DATE APPR +�� r c.r �"� '@ 3 - 26 O z LLI z } ED Ifs O Q o, N C) O Nj O N N O In O } Q J c� 3 0 z a J 0_ N W 1n 2 0_ i h w cn Z Q J 0_ O cli cO O Z- O H- z W of L • rLXlc?. C5 EXS F.IV. 23.14 Ex6 Ln EX!ST. C8. FE I SS-H 5319-4 E 54" ONC ::. 13.4< y :rT W. '48" CIA.) N RiM 22.72 M R.2349 ` 60' ' C �\ IE 44 \ IA23.95 E 6' CONC IE 19 57 N 5" 1 . 1924 t J! G O� IL 5.54 RCN �i:C ER SOLD IONS— \ ti 2 DI '` 19.46 N S= 6' CONC IE 19.6% SW 6" LCNC ;E ' 9 82 S 5.. y �9 fl` 5 JC\ IE =c.5E S 2, °` 3.44 5 t2" D! IE 6" O IE \T a 7 7 z S.W. 7TH STREET - 2t= _ ,11 — \ tA0.�I.E 24' MAYI� �ci_ J 0 60" co�SDI 0+00 _ 12 CI w I 1�;BIRC=l 1:OIL BORING TEST I `Prr (2oo3 NwA) BN-1/ EXIST. AREA iNLET —� RIM^22.63r n' g 1+00 I � MOM. PT. S. N0.103 5" SID 3oo1 X. 54' CONC SO 2+00 TN0.1 1 25 12' cl w CITY DET�L V 12, TYP. uart� 6' EXIST. AJREA-IN T- �� REM 22.83 FO-MH O M-MH 2'G CB N0. I,al vET N N 60" c CB NO. sFE DETAIL' ON $ SO 3+DO STORM DRAINAGE NOTES Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 2Q CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM -- = PIPE. ;c_M OE ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. Q5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE W ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE y VERTICAL SEPARATION IS LESS THAN 6" w Q6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM 20' 10' 0 20' 'WI DRAIN PIPE OR SANITARY SEWER. g 0 CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL + SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR n SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY i d CITY. Q8 CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND �--r— La CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE j AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING = CONNECTION TO ALLEVIATE SOIL PRESSURES. Q CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. nn.Tn-M cull I Cvn.\/.TL' AWN lurk All -CC AC 11 1T Q ------------ By,'---------------- Date'-------- _---------------- 0 1 t n l i1 Rio , O By----------------- er .0 m 31n z z z Ili > in 3 wn I` rc cYi l z ;I SW 7TH l ST. `€ - Dntel-------- W UU 6SU IA� Wy _ L_ cT zzc.looi of lx�zz Woz — `:' _ RECOMMENDED FOR APPROVAL x OOzzzzo ooaxpp jI I} �I�uu000o rn xz�i00000l J ? *moo i {� —i t' t B Dntet------- U00d I I I IV� I l ii�I�) Y�---------------- yq o �. o = J p o e eI z i:I z h SO ^iv iv SHEET 5 6 7 : 8 � � 9 10 . 1`1\ 1 12 BY'---------------- DateL------- "O ♦ Ii� O �{4jp n: l7.0 6'.mom J mN.-Y O^ y h-- —'I 1 . �•01.1 1C p I N 06 NCI N n(F� n N BYE--------------- Dote'-------- s10WAL I +I-n+z .I�nIAOWWW + .ZI ♦IA SHEET LAYOUT IR ; .: -------- f w ri ri �_ J x p ri ri r; Sp z N i o' W o o Q BY�------------ ____ Dntel 0OIRM 7-t3-2001 �x �WwW Ww^ �<3W '^'m 0 I�-to CC �u3) NW �---__W Gj]mlilAld.WWW 1nU3CWW Z D 295904 J �T �'" � r� ,�- CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1�/17/03 DRAFT �W. -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. y BE Oebomc, I me . CDlSULTING ENGINEERS �_ J.N. DATUM '�WIN. , mm Plonning/Building/Public Works Dept PLAN AND PROFILE STA. 0+00 TO 3+40 >rU"'mt. v.ameroi >� w'm-ou NO. REVISION BY DATE APPR �� K F- "�` 4 " 26 EXIST. -� �?� EXIST. Lo CD t6. 05-5 ISE' D?A.; 't r Co 16, D8-14 (120" Ds4) RIM 23.87 1 p� '• / 1 i RIM. 23.95 EXIST. ------ - N \ 12" E 15.42 3 of E 35" CONIC E 13.87 CB '6• D8-5 (72" CIA.) r S 12" D! IE 19.32 / I S 24' PVC _ 14.78 RIM 24.52 _ ' - N NE 48" CMP E 13.52 (BECK) I, % :i' 36" CC\_C I �B E-2'•'`:;Ci Cam`-5.L'2 FLUGc;,- E 36" CONC !E 13.77 k� V (( i ' ' jr SE 27" CONC `E tE.19 I - W 54- CONC ;: t-'7 `;i �/ I / S 24' CGNC +c 15.44 _i- - i / W �6 Corr r� 3.�4 - VAULT N0. 2 ,EXIST. CB il'FE I_ ! E 36• CPEP IE 13.94 P;.iF1C:_ cP_m1r 1z' -\ Itc�M 23.77 _ _ 2 - PJC E 120A7 / S. 7TH STREET 113 LF. 36• CPEP J i / CB NI NAP E 11' d C-Mh= �� 0-4f=- MAC . I. I -M2 S to 2 G _ ' f _ 2' to _ i WEX. 54" CONC SD EX. 36' CONC SO u \k x 1 -C EX. 3„ .,ONC SD w' 1 60• COIS x 60 CONC SO 60 CONC SD ' 3 60 CONIC SO - w [ S r-..._.._..;.� <, �.�..�, •� _ ",�- 5sr t� 3.�- �"' - -..- .:r �s vNC w•SD • .,__�:_ `�.�� _....��- z..;x�: ,a.� Via., '# .,ff xT'-r k€r -�' � Y •?� ;, � 6 `' _ IA P:*t �vix..�-c.•,i��`�.v� " .�k.-`a��En,.'a�`I`� �H�°,"'. "4zt�i`� 0 \T� ��" O 20' 10' 0 20' 40' + 4+00 oI 5+00 6+00 `- 1- r OD + r7 �' 2 �I to CB N0. - . d 12" G W� r, - ! •r. 3 CB NO. m N5 !' Q4Q, 2� a' r 12" CI w B027.1, TYP. Z !e 4 � i w "t _ 5 Z U 3 1 x I I I �T - --- T - E P ~ T-MH CB NO. - I EXIST. C '-E p� RIM 23.60 r SEE CRO#fOTION e N B" PVC IE, 20.85 P 13 Cry B 1 GIA � SEE CROSS SECTION 5 1 ( CB 6, DS-3 (54" l 13 f C8 N0. e SOIL BORING TEST RIM 2aCO SEE CROSS CTION PR (2003 HWA) BH-2 N 24' CCNC iE 15.63 EXIST. AREA WLEL' % I 13 S 12" �C !E i7.13 N RIM 22.89 _ ia % E 24' CCCONICiE 15,86 / 1 6' CONC IE 20{ i 1 'W 30" CONC IE '16�43 (PLUGGED) - ! EXIST. 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REVISION BY I DATE APPR - STORM DRAINAGE NOTES (D CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. Q7 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. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. Q CONTRACTOR SHALL DRILL 1- HOLES AT 2- SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® 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. Qt CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE i AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES AND TO CLEAR EXISTING UTILITIES 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH AN 'A-LOK' FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5• PERMITTED WORK HOURS BETWEEN LAND AVENUE S.W. (STA. 1+13) AND RAINIER AVENUE S. (STA. 20+92) SHALL BE FROI 9:00 PM TO 6:00 AM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:00 AM. UTILITY NOTE: 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. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE 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. 4I CHECKED FOR COMPLIANCE WITH CITY STANDARDS Q Q By'---------------- Date '-------- Y 1 w i I i Q Hy'---------------- Dote'-------- ', I- 1 4 15 6 7: 18 ,/ I Q , SHEET LAYOUT ~dt- 'a wN w�ww N 1 _ww__ w-_ z J i DATUM �► CITY OF -� RENTON Plonning/Building/Pubfie Works DepL is S �- it R -OMM N➢ D FOR APPROVAL By----------------- Dote'-------- 101 11\ 12 By----------------- Date '-------- By'---------------- Date '-------- By'---------------- Dote'-------- S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PLAN AND PROFILE STA. 3+40 TO 6+80 5 - 26 O Lu w z CA _-_ iSTA. 9+78, 27 L �X!ST. N STA. 7+28, 2T L__- "� C9 16. C8-2 (48' CUl) i :C8 N0. TYPE 1 r-�Bl'10.----TYPE 1 IXiST. C9 �'Pc t -� -B 25.56 i ;RIM EL 25.35t RIM EL 24.SSt '` RIM 24.98 t4 jIE 2215 12' CPEP S N N S" CONC E 20.96 1 N 6' CONC iE 22.23 ! Q. IE 21.35 12' CPEP S T� T T ` $ 8" CONC IE 2C.68 ' S 6' CONC IE 20.86 _XiST. - -&:�7T7TSTREE'T� 77 -mac 24" CONC ` 6.41 s$Mi-! r+AviF +. Mx?!E 14• vrptE 20' , \;Y 7.4' CGNC :.E 'i•S 95 ' lij E!4 26.04 A T ! ; u4a^+a' Pi ,�t `,rne� 20' / = 8" PVC ._ ?�.�4 W (x/f W V1 ro m W z x 3 cC - 6` k`JG, 59 i CB N0. rC (S7N IP) I CB NO. 8 c •5 �• J 8 l.Fi 12': EP CPEP SD 2 60' NC SO S-01 oo CG 60 CONC SD S-o 106 60 CONC SO- �.. i 24" CCNC SD `� N I I h: CB NO• �_ i - I - ! - �!! 6+00 i I - - - - NO. N 19+00 I I r, ! 10+00 12" CI N i ! i 2' Ci 'Y 119 L 6' PVC S CB NO. I ENC IN I D.1. y `On`I' 4 SSHEfDET6 ON E SHEET 18 x ! ! - 12' CPEP SO 6 i I t N 12' CPEP SD CB NO. lX P-----�,_ CB NO. x uIG, p '- EXIST. AREA IN! -Er EXIST. C RIM 25.07 CB N0. c i �{ ! CB 21, .2-15 (48' CIA.) RIM 24.84 A N 6' CONC IE 23.07 EXIST. SSMH 5319-192 Z I NW 21' CONC IE 18.74 $ 21" CONC IE 17.99 � � / \ RIM 25.4 i •k fi" Pvr is 10 ?r I" 20' 10' 0 20' 40' v f ,< tircr ,c <�.o•• - _-- _..___ ___.._. 13J W. 8^ PtiC 'E :9.21 7 SEE CROSS SECTION 13 m .................................................................................................................................................................................................................................................................................................................................................... :.........:.........:.........:.........:.. :......... .........:.........:........ ...... ....... :......... ........ --- ---... ...... ....... ....... ....... ... ....... ....... .......................................... ....... �S ....... ....... ....... ..... ..... ..... ....... ....... .... ...... ....... ....... ....... ....... ....... ....... ....... ....... ..:�jf ...... ....... ......: :.. .. .. 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ELEV: ................................. .............. .................... -:.........:.........:...................: a �....... U:...................:.........:w.:...:: . .................� ..:AT-/��>,..R.O.W.:..... .... .. .. .:.........: ...... ...:..... ...:.. i....._...... ..._......�.......... .. .:.... .....:.... .. ......... �....... .s.:......... :. ....... ...::::':i...... 2Z(4yI' .: M.... :....... ...... .. ..... ....... .:. .:. .: :. ... .....:......... 25 ra ................................................. .......... .. ...N .........:.........:.... ....:........ ry .M. ........:.... m ry cccacc.cicvcaace w:::::: :::::::::.:: 25 ........."!...................... ....... ....... ............... ..................... .........- ..... ......:.... STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. Q5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE EIHAFOAM' PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6' © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. 70 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. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. 0 CONTRACTOR SHALL DRILL 1' HOLES AT 2- SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ®CONTRACTOR SHALL MAINTAIN 12' MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12' FOR REVIEW BY CRY. ©1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, AN T EXISTING UTILITIES IN FLOW LINES D 0 CLEAR :.................x ... ...................... ....:...................:.........: ... .,....:......... :........................ .. .. ��..................... ..........................:. ......- :.........:.::: ::. ....... ..........: ........ ... ................:..... Q;..... 9p Ii ..:: _.... .. :.... .. _ ... ....... ... .. ....... 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PRO POSED .:.. ...... .........:.........:.. ....:............ ......:........ .. . ..... ...................... ..... #. ........... ...... :. D....:... :: .. ... ... ....... CATCH BASINS SHALL BE FITTED WITH AN 'A-LOK' .........:....... �+ .................... ........ y....:......................................................... ..,........ :::::: :::: ::: ::::::::::::::::::::::::::::::::::::: r: :......: ........ . _ .... v fi>f :::::::: .. + o::....: :.......::.......: OR FLEXIBLE CONNECT OR EQUIVALENT. SEE 20 :.........:.......rn :.........;.. ....:.......,.:.........:.........:.........:.........:......... ........ ....... .. ....... .......... ...... .................................................................................:................................. . . :... EX. 24 CONE SD .... :.............. .... ... ............. ............. ..:... ............. ....... 20 ..... SPECIFICATIONS. ..... ......... . ...... as .,.tea s ....- h ti I T -,. b. /...,...-...Ex.fz4Y. coNc: SD... .... .................. ' PERMITTED WORK HOURS BETWEEN LIND AVENUE S .:.:....... ;.:., . . _ .... f uSe I .,« '. ....:.. . ...... .. . . .:>..t ..,..rr� ........ .,_. .1- .:.: �." ......7..._,_..� .... _.. �. _ ........,.. >.,.... : k r .1 _ n 4 .. a na Mz z } i -...w"^TM...-.....5... SF.a•• z. •.r:5 ...a. oG.,r 4� -,f< 7 y- q.. t - •-- a.w.s.e. �. b 3._: `'a .:- ,..c+.a..,;+"„a :. ' 4. r , rr2::.... ::: ... 1+13) AND RAINIER AVENUE S. (STA. 20+92) SHALL BE FROM �/C ��R1 .. ......... .. .. ..... :.........:...... .....' . s . } . ...... S .Y:. s . �., I ,.•-M X` ::h•...a.G�-._-j... ..... ..s.�,.. z ra:e.• -,-rt:.=..+.-rv.-::xma+�e. ,... «:a Y.:. :�Y {:.>HrG_s-:-.#i._>;:5 a? ..C-,..,...G�'yy:-p'•..._:-.$„a •p 1, 1 t .. .. .. . z.::.. . .. .... 9:00 PM TO 6:00 AM. CONTRACTOR SHALL HAVE I RAFT ,C 15 - -.. -„ -n mac.. ' e , : . •3 .., � . 1... CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:00 AM. :................. ............ ... .. :...e:'f. a"s '_. .:. .t.:2'r':'i„a^ .��.¢4 Y.. #.Y r: ...;. s^=y y ^w. .::3'�^^i 1 .r . •^r*.> .,..:. AriS.,. htir L t 7 xw '.. {.L --5v.stw._Co....i>.:�i'r�-,."..svy.. f.:e�-.+aa»R..:�„c-� 1"a- a.r _`4• :: t - F '.Y -�. .:_i`• x P fr -,n:� :,t�s.. .... .... .... ... .. ... . UTILITY NOTE: UTI . ............... y2 .3F !- }$-..'.,.fd3^L.drei'+J...«s.n.4iS;i•.ax+..u�..-w:._+�..usw ,i .s .. �......:Gs:_:i. .._?:pit-...r. ..... _..h.==..... .� ..-.:. ,•>-i_xb_-:cdh ::. ............ .....:.........:........................314 1LF: 60 CONC;gp:g.'r:U.O004:.....: ........: :.......: :.......: .....:.......... `:�.....14} :,?a 1LF.:... ..: :x.. ... ..:: .......::: o :F-:::..:::::::::.::::.:.:.:.:: .. RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING .................... r ...................:... .... .....:.........:.........:.........:.........,.....- ... :............. ... ....-:........:.........:.........:...................:........._...... .... ......:.. ::. .............................:.........:........ :. ::60' Colic Sti : :.. .......:.................. .. ...... . UTILITIES WITHIN THE PROJECT, THESE 10 ::::::::::::::: :...... :.........:... .............:.. .... ...... :.........:................... .......................................................................................................................................................... .....:.........:.........:.........:.........:.........:.........:......... .........:......... ......... .........:........ ..... ....:......... :.........:......... :........ ................ :5�:0:Q004:. ........................................................................................................... :: :........._.........:....... ...::....... ..... .................... ....... 10 ....... R NOT BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR ........: ......... ....... .: .......:........ .:......... ........: :........... . . TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS :..................:...................:.........:.........:...................:...................................................... :.........:.......... :.::I: ... ..... ....... ...... ....:.........:............................:.........:.........:......... .........:.........::...... ...... ..... ..... ....... ....... ....... ....... .... ....... ARE ........:.........:.........:.........:.........:.........:........... 5 .:.........:..... . .........:.........:..... 5 N N CUR THE SUBJECT TO VARIATION. IF CONFLICTS OCCUR :................:...................:..................:................ ... :. :. ........... ............. - - ............. - - .:. CONSULT THE PROJECT ENGINEER TO CONTRACTOR SHALL CONS L E .........:.........:.........:... .........:.........:.........:.........:... ................................:...........................:......... .....:.........:.........:... .. ....... ... ....... ................... .........:........... ....... ....... .. ..... .... ....... ....... ...... O THE PROBLEM PRIOR TO PROCEEDING WITH RESOLVE E 0 .........:.........:.........:.........:... :.........:.........:... ....:.........:...................:.........:.........:......... .....:...................:.........:.........:.........:................... .........:....................:.........:.... .........:.........:........ ....... :..: .... CONSTRUCTION. NSTR ...... ...:......... 0.........:...................:�............ :.........:.........:........:.........:.........:.........:.........:.... ... ....... ...... ....... .:. ... .... .:. :.........:.........:........:.........:.........:.........:.........:.........:.........:.... ..... ....... :.........:.........:..I.....:.........:.........:.........:.........:.........:.........:....::^ :E'....... ....... ...:.........:.........:...................:................ ..::.......:::.......: _ ....... ....... ....... ::I: :.......: ....... ....... ....... ....... ....... ..... I:i: >.: p < a rHFrl[c➢ FOR COMPLIANCE WITH CITY STANDARDS 6+80 7+00 8+00 9+00 0 1 00 10+20 P BY'---------------- Doter-------- Y R B Doter-------- g?z o� iS g? - u ,r BY'---------------- Date'-------- �$ it�I z ur I zen w 3z ¢� m SSW ST- _ �/- - � I -_ ------ ♦•* t••�� JNO W JNO W W JN� ZW J(noI Jam_. 1 _- - • R rnMN N➢ D FOR APPROVAL a o 0 a e Rio ilc2 �� W��� *o T --- _ n m ^ rr*i 4100 c2o• A ! ! r BY'---------------- Dote'--- •a0ln�� m »row ivSw �N SHEET; 5 6 7 I 18 9 10 11 `, (12 o • 21aen a. N o N m o N ^ N pIN �.�. \ -- BY'---------------- Date --------- 10 ♦ + .jl N + .ZI na + .mom o z .n laI Y- y - �--------------- Date'-------- '1'�CN�L$ r,20 d °a6n ��aC �'Zn, +�r_i� ���IGi > K N K N.- KI N zC °J a SHEET LAYOUT BY'---------------- Dote'-------- EIPIESt 7-12-20e/U3 a.W jm��WW <m �WW `m\1W 0 U; �__ �U1ir__ �31._ Z D- 2 c 5 0 6 J sure _ _ °i0O S.T. ,e SN0"' '�'•'+`° r. ., �'� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT , 10�17/03 DRAFT �• NN. `u RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. �•e ��zTsp � �ebornc, I>oa u,t Cm1SULTING ENGINEERS -m.w. w DATUM Planning/Building/Public Works Dept. Br DATE APPR w'r� '®'°tea' PLAN AND PROFILE STA. 6+80 T010+20 NO. 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W W W �n U 3 I C W J STORM DRAINAGE NOTES Ol CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 2O CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION 3O CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. SO CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6- CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. Q7 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. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. Q9 CONTRACTOR SHALL DRILL 1- HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® 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. ©1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES AND TO CLEAR EXI STING UTILITIES 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH AN "A—LOK' FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5. PERMITTED WORK HOURS BETWEEN LIND AVENUE S.W. (STA. 1+13) AND RAINIER AVENUE S. (STA. 20+92) SHALL BE FROIt 9:00 PM TO 6:00 AM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:00 AM. UTILITY NOTE: 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. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE 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. 41 w CHECKED FOR COMPLIANCE WITH CITY STANDARDS a a yN BY'---------------- Date'-------- KBY'---------------- Date'-------- � 0 BY'---------------- Date'-------- ,C BY---------------- Dote'-------- - �� REr'OMMENDED FOR APPROVAL 10 l -� - By'---------------- Date'-------- 1 1.\, 12 BY'---------------- Date'-------- TBY'---------------- Date'-------- BY'---------------- Date'-------- O o �' b �`'a" •� CITY OF ui DRAFT J.w DATUM `� RENTON LL �y � �O�ON 110� �_ J.N. o� •ee CONSULTING ENGINEERS '®u.w. Planning/Building/Public Works Dept �m >o(ro •vdc loth am na of rr � "u.•mi. NO. REVISION BY DATE APPR •^� r S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PLAN AND PROFILE STA. 10+20 TO 13+60 10/17. 7 — 26 EXIS- - EXIST. STORM DRAINAGE NOTES SS 5379-t3 SSMH 5319-306 EXIST. .RI 25.43 RIM 25.41 SSMH 5319-r75 Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA E XIS`. a' PVC IE 16.r3 ` 8 PVC IE r6.11 (METRO MEA6URINC M.N.) EXIST. INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SSMr 5=?°- 2 1 IN_!D� DROP) �� W 8' PVC IE 16.36 RIM 25.69 XlST. AREA INLET SEWER MANHOLE. ( `' ` _ CB 16. ES-12 (48- C1A.) r - R'M 25.56 �^^r N 8" PVC IE 16.51 12" CONC RIM 24.9E NW 8" CCNC iE t0.93 \ ' ) ` RIM 25.DO E a" CON- :E 16.76 \ S B" CONC i'c t 5.98 I RIM 25.55 ce NO i;. .94 (ABND.) S 6" CONC IE 23.4t 1 " W 8" CMP 1E 2 W 24" CONC iE t7J5 w 8' cotaC IE t6.91 \ INSIDE ORGP)(ABNOJ E tz" NC (PLUGGED) 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH SE,12' CONC 1E iC.88{ABNO) E E" CMP IE 20. EXIST. CS TYPE t IE 9.79 EXIST. BASIN DURING CONSTRUCTION S 12' CMP IE 20. 0 RIM 24.68 E 24" CONIC IE 17.35 r w IY Pvc B tfi, EE-11 (4e' Dla) S 12' PVC IE 10.88 (NEIA) _ MP ;E 22J8 994 5 24' CMP IE 17,35 , �M 24y2 Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN (CORE DRILL) r C N 6" DI !E 19.10 % PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM EXIST. AREA INLET � � S'. (� DRw r N 24"CONC IE 17.62 RIM 24.96 n CB NO. ,� / :r, •� ! `r' b-?8 {72" D:AJ 8" D1 iE 23.!0 r E 24' CONC IE 17.62 PIPE. N 6' CONC IE 22.66 co N Q t2' SD i ao 1Y Ri 26' 5 NO. ` 6' (PLUGGED} N 12" CMP IE 19.74t SE 6' CONC IE 22.71 u 1 SE�" . MP 16.01 f / ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN S 6' CONC IE 22.66 N 1 6 0 5 , /<a" CM7.ot 10 qQ 3 CROSSsT E 13• p EXISTING STORM DRAIN PIPE_ w 4 N Td° N ! 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE In - _ _ _ _ _ ETHAFOAM' PAD AS SEPARATION BETWEEN UTILITIES WHERE o gp• CONC Sp tY SD 4 1 r L 6 t=i► VERTICAL SEPARATION IS LESS THAN 6" EX. 24' CONC SC ro - 2' 2"c (S -;w ip) 1 . © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM n 2 DRAIN PIPE OR SANITARY SEWER. 2a' CCNC SC ' `••1 � � 4 -'"--- , 60' CONIC SD EX. a8" CONC SD 20• 10' 0 20' 40' (D CONTRACTOR SHALL MAINTAIN 6' MINIMUM HORIZONTAL 4+00 ` 1 _ --- n SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR 13 LF. 12' CPEP _ _ & _ _ SHALL IDENTIFY ANY SEPARATION LESS THAN 6' FOR REVIEW BY LO III 1.� 1 3 151 00 + 1 1 8 t 6+00 - Ex. t 08�S;171 CITY. i2' CI W o - MONTPT.� ( 18' c+ w SJ _ _ _ g 1a cI w ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND = 6 i a - - - - W CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE �� ` ! SSMH NO. !,1 5 z SHEET NOTES: AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CB NO. 5 �\ ( Dk 1 F x 2' GAS LINE TO BE CONNECTION TO ALLEVIATE SOIL PRESSURES. _ O SEE 11 i Fo RELOCATED BY PSE. Q CONTRACTOR SHALL DRILL 1' HOLES AT 2' SPACING TO PROVIDE CROSS SECTION 14 0 _ - FO _ _ F _ CONTRACTOR SHALL KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE COORDINATE WORK WITH CITY WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. 5 I ry l"Q; i ExtsT„-: AND PSE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. RIM 24.98 BORING�O CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL � CB i6, E8-17 (72' 0v ) PIT 003H SEE SHEET 15 FOR SEWER PRESSURES. N 6' CONC I 23.08 r' RIM 25.37 PR (2003 MW/a E1H-4 c 16, Ee-4 {49' Du. Exisr. CONSTRUCTION PLAN AND v W 4B" CMP IE 17.31 i RI . 25.53 ! SSMH ROt-9 (METRO) PROFILE. i W 24' CONC IE 16.73 RIM EL. 25.97 E 48' CMP IE 17.46 CONTRACTOR SHALL MAINTAIN 12- MINIMUM HORIZONTAL ! IN 24' CMP 1E 16.93 I S 1CL. C5.9 IE 0.92 N 24- CMP IE 17.45 (BECK) 3O SEPARATION BETWEEN CATCH BASIN AND WATER LINE. N 12' CMP IE 19.83 I W E toe" CONC IE 0.92 12 CONTRACTOR SHALL CONNECT CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" ExEA FOR REVIEW BY CITY. S 6. CMP IE 121.2 Q N 12" CONC !E 7.00 (EST} AREA INLET SEE CROSS SECTION 14 NEW 12" CPEP SD PIPE TO !, SC 6" CONC IE 21.23 I RIM 25.03 EXIST. 12" CMP SO PIPE Nq 6' CONC IE 21.33 ` N 6" CONC IE 23.5t WITH FERNCO ADAPTER. 0 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. .......... ................................................................................................................................................."1...;.......................................................,............................................................................:..........................•--..-.............--......._...........---................-................................................................... ................................................:.........:.........:.........:.........:.....................................:...................:.............................. GENERAL :.........:.........:.........:..... .......... .. .........:......... .........:.........:.........;:.........;...................:.........:.........:.........:.........:.........: :... ....... .......:..............;...................;.........:... ---- ... ....... CONSTRUCTION :.........:.........:..... • ..:... rFi. ::::::: :::...... .............--....---..:.........:1........:......-.......... . ... . ...... ....... ....... 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED ..............................:.........:......... --------- ........ ... ....... .........:.........:.........:......�. :-........ .........:......�':o:::::.:::....-----:.........:.........:.........:.........:. :: - ...... GRATES EXCEPT WHERE NOTED ON THE PLANS 30.......:.:.: .:.:.:.:. :.:.'...:.:.::.::.,r.:w.w.....x}.........:......a... .......:.. ...... -- .... .... ....... ....................... ■d.... :....... ...........................................4x........ .. .... ..... ............ ............. .......... ............. .... 30.... ...................... ..............................:........ .a'( .. N N------.-.........:.........N.........:.........:.........:......... .. .... ....... ....... ..... - ..... :.........:...................:..... ::`N: :': :::::;is:::::::::: .:...........................:......_..:.........:.........:..... .. .. 2. H BASINS AND ACCESS RISERS SHALL .:. ::: N . W .:W.W..... -. w- ..................: Ex6T. GROUND .............:.........: :.........;....:::.:?::::....: ALL TYPE 2 T ........... 3 :" ::::::::E:::::::::;.........:.........:.........:.........:.........:........ . . ....... ... HAVE FLAT TOPS ::... p AT. I[ 1E0.X............ ....... ....... ..... .........:.....r�i r/i ..e.. : U:.:::::. ....... ..... ... ....... .... :...:.........:.........:.........:... +. I.. ,........ N a.........:..................:...........I............. ...... .... ....... ....... .. W POINTS 2:::......:.......� ......V.M m -• n -: .p..... .:::::....;... . .:•'evay............. ...........:.........:........ _ :::: 3 ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LO ......:....... ............:...................p..............x ....... -:.w.:. :.......... ............:..................................:................................................................ .»drvomidev, .. -- -- ......... .....�J........ IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES ..... ...............................:......... :.........:.......V1: .... ..... .. ----- - :.. .. ...... ..... ...... ....... .. ....... ...... ....... ..... ..\•AV.t4CQ�tA. .. - ... .. .. ..... .. ....--- - - -.. ...... ... .------ .. ......... .. :.. :. .................... ......... ..... _. .. ... .. .. ..... - .. ...... .... :.. - . - . - ..; ....... p .. ..... ; ...... ' . l .........E ::::::::: ......... ........:::: :... ::::: ... 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED pM. p.. ¢ .. .. ....... .........E.'.......: ........:....... - ... _ ..... :....... :::": ' ........ ..... •.CONC.SO..................:.. Etc: ".CONC:50::::€:::::::::...... . �+ ..... CATCH BASINS SHALL BE FITTED WITH AN "A-LOK' p EY_ ?1d.... :: ... . E . ....... CbF1c sh-;- -......:: ::... ,.: ...... ..._. .. ....... ......... :::::::::€ FLEXIBLE CONNECTOR OR EQUIVALENT. SEE ..... i�i......:.:.:.:.........:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:..: .:.:.:.! - ........:.:.:.:.:.:.:.:.... :: ........ : ; . 24 CONC : . Ex: 4.i� : COW SD::......... ......:.. . . 0 . :.........:.. .:.... .... .......,, ........ . ....... : • ........:. V! :::::.::::::.:.:.E.:.:.:.:.:.:.:.:.:.?... 5 SPECIFICATIONS. ................... .. .. .:.............................................. _ .: : PERMITTED WORK HOURS BETWEEN UND AVENUE S.W. (STA :.........:. BE FROM :.........:......... .. .. .. p.........:.........;.........:..... ... 5::::::::::::::1 ::::::::::::.'.:': '::::::::::: :::: :: :: . : ............ ;........:;.. .. ----- .. $ ......: ::::::::: ......... 15 ....... :. :.. .. .. ........E.........:.........E . D RAINIER AVENUE S. (STA. VE :.....:.:.:.:...:.:.:...:.:.:.:.:.:.... ......... - ... 1 g......... ..... ............ .............. . .............................. .. .:....:...... ._ ...:, °5...... CONTROL DEVICES CLEARECONTRACTOR OM OTHE OROAD2WAY BYLTRAFFIC AM W .........:.........: .:'?:....: ...............:.........::.: .........:....'. 5. .:::..31D V,:W:0(NC: :. ... ::::)38:TE �F: �' ?�� :::::::::. ::::... :: UF,:W.QW:94;9-:4.0004: '� - THECONTRACTOR ONTUTILITY ORACTOR SHALL BE RESPONSIBLE FOR VERIFYING :.........:.........: ..........:....:::_. .........:.........:.................:.........:.........:.........:.........:........ _.:EX::tW-S.... ....... :. THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING :::::::::E::::.. V::::......::E::::::::::...... ::... : :...: :::::......::::::....... ......... ......... ..::::: ::: : : ........ r....... ........:'::::::::::`: UTILITIES WFrHIN THE PROJECT WHETHER SHOWN ON THESE ......19.....:....... r....................:..................:...................:........... ... ..................:...................:...................:..... . ..;........;.:..:....'..:.:..:::'.::::............... ....... ......... 1 :.........:............:.........:.........:...... :.1z' .. . ... ....:.........:......... ; -.'.':':':':':'E':':':':':':':':':'E'....::':'- : _..........:.:.............................................:...................:...................:...........-........ ........... Q... PLANS OR NOT, BY POTHOLING THEUTILITIES AND :.........:................:.........:.........:.........:...... . ' ...--..;.........E.........:.........E.........:.... .. -- . .....-: ...: ...... ::..:. ..:.........:.. .... ... .. ............................................:.........:...................:....... SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR ....---.... .. ....:.........:.................. .... ... .... .... ................. :. .. ............ -.........,.....---...........:.........:.........;.........: ARE :..................:.....:::::::::::::I:E::......::::::: ;. ......E........._..................:...................... ... ...... ..... ::::- S :::::: ....:.........:...... ..:..... ..:.........:.... . ..: ARE BASED UPON THE AVAILABLE INFORMATION MA N SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE :.........:.........:.........:...................p...... .... -- ....E........... .-:':':'. :: ....... ---.: ....... :...... T ....... ... -......:.........:.........:.........:............... :.........:.........:..... :. .. ...--_. :.........:....... _:..... E-... :.............. ................... . .....:....... .. ......... .............. ............ ........:..................:... ... CONTRACTOR CONSULT THE PROJECT ENGINEER ....................... :... I .........: ....................... RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH :............... ......... .. ['NECKED FOR COMPLIANfE WITH CITY STANDARDS 13+60 1 +00 15+00 16+00 17+00 P Q N BY`___________ _ ----- Date, -------- U BY'__-__------- Date --------- wU U W of w \� DQtPI__ wYc W 3 mZI .1I ZN I ------ J I w z o;x 3 CL a x 3 z z to .. Q JY'--------------- Ilutet------' NJ NJ ,6w o * M ow ae W V U U o w 0 O Wa 4 4 .._ I $w iT}'I $T. I N I I RECOMMENDED FOR APPROVAL U U U I` O Y• N N - I IBY'________________ Date l________ c� N p r`R rirc' 'r' 'V' riro�! a rn nS�NN SHEET 4 $ 6 7 0/"s" 10 11 12 B2N � �r+ o "' n N + `r w r m + o "',� ,n r,IY'__�____________ Dete•________ j.J o ♦ + o ozI Jon n n . 0 I J o �i e ♦ tJ By---�------------- Dmty---__ "tr�1lAL z`II W of N Z s W Z o� ''' Y ry m Q SHEET LAYOUT BYE---------------- Dotn-------- GjVZI�WW �jjm; a.WWW WWwW z D29S908 J •m' CITY OF �Tmy � �e, Itocti „w �� � �~ S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT t0/17/03 DRAFT -� R EN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. w M.W. �� DATUM CONSULTING ENGINEERS ov'nM �, Planning/Building/Public Wor13 Dept aern.. r�weie +dn ewww NO. REVISION BY DATE APPR '^•P� - "0L'�'^' K E. PLAN AND PROFILE STA.13+60 TO 17+00 8 26 0 F w w z ED m Iri 0 f IL 0 L6 N O J EXIST SSt1H (CRFASc RIkl, 25.14 \ LOS 5' PVC E 19.94 \ N EXIST. SSMH (GREASE :NITER.) I� Rib' 2505 cV N 6• PVC -RIM. AREA INLET R!M 24.26 0) S 6' CCIqC !E 22.58 EXIST. 1 / 00 Li _XIS'. CB, -E 1 RiM 1�.7 5- 5' CCNC !E 22.53 EXIST. E8 16, E8-13A. (48" CIA.) RIM 24.79 W 24' CCNC iE 16.67 S 24" CONIC sE ':7.34 _ 24' CCNC `:E 16.72 NW 6' CGNC !E 200.0E SE 4" CONC IE 2LC± ! EXIST. AREA Iti `T RI1A 25.18 l sE 6• Couc i :E 21.88 Exlsr. CB ` RIM 24.97 N 6" CO: ,, IE 22.52 EXIST. CB 16, F 8 2 (48" DA.) - RIM 25.4 4ti 24 CNC IE 18.35 E 24" couc !E 1a.z0 N yy[ CLAP IE 19,21 W/24' CPEP IE 18.35 �� EXIST. �C3 tb, E8-138 (48' 0!A.) N 8" CON', IE t8.4 ' 2a" COLIC c 77.73 Q 24" CONIC IE 1:1.53 I W f r- 8CONC IE 1 . 7 -bu S.W. 7TH STRE NW 6• CCNC IE 21.43 �7.. II 2 T 2 24 F. 2 EX. 214" CONC SC 5cm 24- EP SO NC` SD' SD 2"` rSrar EP; i 60' CONC sD z C < I Ex. 3o cMP sD 66' CONC SD rg "` 5 -- EX. 48" CCNC SD i v i 6 8 20+00 i 6 3 +00 19+OD EX. 108' Q` MOM. pT, 6 I S� 18 W \ FC-MH I I i - CB NO. -"''-� 18 C! w �'1 2 d FO C ' MAPLE 27 T T --(� o Fo (z) 72" H . E ccveurr z cNER�F 13• EXIS?. AREA !NEEr 2?. �� o EY.IST. FO-MHS E2-5 RIM 24.42 E 6" CONIC IE 22.92 Q- / v� - / EXIST. u08 16. E8- CS 16. E8-zt (72• D" J ° 1 \Fl / RIM 25.08 REM 25.40 RIM 25.17 ',PE' / `/ E 12" CMP IE 23.23 W 30' CGNC ':E 1 .57 / aS 12• CGNC i� 18.90 SW lY CONC-IF 3 ,n I„ _ 30' CMP ?_ .67 N E h 5" CONIC 1= MAP.E / EXIST. N 24' CGNC��- 17. . CBIST. ) CBI �6, E8-16 (7Y 0!A.r RAM 25.14 �` u 12• CONC„E T7.88 / j / S 12' CONC E 'r.42 / _ c .cT n �,.�tAH 531 T4 MAPLE 6" RIFA�25 7 N 20' 10' 0 20' 40' V) g N SHEET NOTES: O CONTRACTOR SHALL CONNECT NEW 24' CPEP SO PIPE TO W EXIST. 24- CONC SO PIPE WITH FERNCO ADAPTER. NEW = PIPE SHALL MATCH EXIST. 10 SLOPE. 3 STORM DRAINAGE NOTES Q7 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION 03 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. 7 R HORIZONTAL 0 CONTRACTOR SHALL MAINTAIN 6' MINIMUM HO ZO SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6- FOR REVIEW BY CITY. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST, CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. 0 CONTRACTOR SHALL DRILL 1 - HOLES AT 2- SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® CONTRACTOR SHALL MAINTAIN 12- MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER UNE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12' FOR REVIEW BY CITY. © CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WRIT AN-A-LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5. i F .. r r +. ,� ,. ,... -- ;-:, zs.-� �.,.-. k,.ev% • - :efrr�: ,.i -�"3;::,:.: • y «Y:Sxi;c'�, �"s;� � �i'_' ,� ,"' :a,_.,._� � .....i`�.,...:.__ ' : ; : : E PERMITTED WORK HOURS BETWEEN UND AVENUE S.W. (STA. +13 AND RAINIER AVENUE S. STA 20+92 SHALL BE FROM d . ,,..,-......,..,-.. _ ... y r" . FhL >.:. �..k „Yvf:-• w^mY: C.::,r r". p.'I'§^,b' P"' lr ? ,� g'»°" _ .;iE..t -W Y > • b F- s s 9:00 PM TO 6:00 AM. CONTRACTOR SHALL HAVE TRAFFIC ................. .fF:.r-: v .:,. :.-..... ..... .:.•a - ya...z f (" "h'. `k.'a .3 . .:a .•7•'"• -.C. , x .,:$... a'.$•a' :vT.-.,.R..?:..,... .... ....... .... . j �" A � -: ..2..�•- rui f 3x a. -fa ^;;•ate a< .l 4 ��°°i�q . , i { , a +T . :.........:...... /- ....:.. a. -:..P .iA'... ,1,,, .�. ,... :. ,... ... ...3. i` 1 T'Y 41:.-l.. $. £ - -t 4i ib.., c . { r. - is-,.5.: - -.: r: 5.. ..:.a.. 15 n r r tw r. -s`s 5 .:... .............. _ , L .._........ _..,. 4 r - + 'I CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:00 AM. 1S tat. . s.,�.��...,.., ":x«L........... :w. .... 5a .. i .... ...... .:�.� I ds _... a ...:1.......r -...... ..t:y Z .... 1S .......................... W -- "--- ........-........ �.� ;� -. .:... ............. ............. ............. .....:.:.:. ............ ri._. -.� _s. i_. , 1 -.1�, .� � ....,. � _a: �; y...;x•.:;:, .:.. _:_,;..- �. ^.... .. 4 ....t-.r � :P.`t.'i`L•.adc• �_ 9t r, c y.�+Y"�.......;.;*a; - ....... ....... UTILITY NOTE: 2. >� -.-_.. ...... .. ... .....,.... i. Y',_.L._., �... Y'>.. '5 ..3.re Y'a¢"r .G.,.'tt..-£Y-mr... .....�9... s .<.Y.`z.. t._tf. .'9- :�.-Y.' .. .. ..... ......... [ :::::..�.:...... E; .....:.... .. .::.......:....:::297. LF.: 607:CONC:SO:Sw:6zbb4..... :: :::::......... ........ ......: :::::::::. ::::.: ::::::::: ::::::::: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING :.........:.........:...... 226. rrF..so . coNc se s- 4Ocio4.......... ...... ... ....... :::::. ........:.......2.:........ .:.........:.........:........ .-..........E .. ..... ....... ...... ... .... ....... .... ....... ....... ::::::::::::::: c1.. ...... , .........:......... , . :......... x. 1D6':S: ::.::..:: :.:.....: :.......: :.......: .... :: EX..1U9': S....: :.......: :.. ..... ....... ....... UTILITIES WITHINTHEPIROJECTDWHETHER SHOWN ODEPTH OF ALL N THESE 10 ......... ......+-. .........:.........:....... ......... .....- ....... ......... ..................:.........:.........:.........: :::: ....... .. ..... ....... :::::: :::::: :::::: PLANS OR NOT BY POTHOUNG THE UTILITIES AND .. :. ... .......................................................................................................................................... 10 .:. ..... ..........:.................................................................................................................................................................................................................................................................................................... .........:..............:.........:.........:...:::::::::::::::I: ::::::::. ......... ......::: :::::::: ::::....:.:.........:......... ; .... SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR :.........:.........:... ... ....... ... ....... ..... ....... ....... ...... ....... ....... :...................:.........:............:.........:......... :......... :................... ......... .... ....... ....... ...... ....... ...... ....... ....... .... . ..:. :: TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS .........:...................:.........:.........:.........:.........:.... ARE BASED UPON THE AVAJLABLE INFORMATION AND ARE ...... ' ......... .:... .:. ..........:.........:.........:.........:.........:.........:...................:.........:...................:.........:.........:.........: .... ....... .... ....... ....... ...... ....... ....... :.........:.........:.........:...................:................. .: :...................:........ .:.........:.................. .........:.........:.........:.........:...................:...... .. ... ...... ... ....... ....... ...... ...... ....... ....... SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE 5 .:.........:. ..............:.... ....:......... .........:........... E ............. ............. ............. ............. ............. ............. ............. ........... .. 5 ........:.................................................................................................:.........:.................... ..... ....... ....... ....... - . = ... ...:... ...:... ...:... CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO :.........:.........:.........:......... .........:.........:.........: .... ....... ....... 0 ........:..... ...............:....... :... ..... .........:......._:.........:............................ .. ...... .... .. RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH .................................................:.........:... .. ... CONSTRUCTION. ............................................................................................................ .............. ...... ....... ....... ..... .......................................:.........:.........:.........:.........:.........:. CHECKED FOR cnmpLIANCE WITH CITY STANDARDS ..............................:.........:.........:.........:........:.........:.........:.........:.... ... :.........:...[.....:.........:.........:........ ::: :: ::::::: ::::::: .. ... .... > > . :. :.......:.........:......... ::.......:::... 17+00 18+00 19+00 20+00 20+40 W By ----------------- Dnte,________ P Y jFr BY'--------------- Date'-------- O= K � Q O BY'---------------- Date --------- 8 tj1 o _ BY'________________ Date ___-____ cw _ ++•* �••� o z z z - -�-L-d - jI1=`_� ! G RECOMMENDED FOR APPROVAL Da : o n o u v -�-i 1 -I �I BYE------ Date ,-------- ,: I' SHEET ;4 1 5 6 7 ' 118 9 10� 11� 12 U Y'_______________ �y♦or �rse� ♦SST" + O dY n w .. BY'---------------- Dnte'-------- �d� IJ� rn a < SHEET LAYOUT By, ONAL z O ---------------- Dnte'-------- g�w of n E1�FE4 7-12-20M rdr m\ C3 . VI83 KW w W Z D-295_909 T. �"`"'�' •'� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 10/17/03 DRAFT JWw.. C�my T RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. CONSULTING ENGINEERS nma M. ' .a nLL �M ' �NM Planning/Building/Public Works Dept anrnc v '•nmc sne'�"v. > .w �� KE m" PLAN AND PROFILE STA. 17+00 TO 20+40 NO. REVISION BY DATE APPR ,� 9 " 26 STORM DRAINAGE NOTES CT) L0 O) N r-- N U) 0 o- w z } m u7 0 2 Q 0• n J 00 0 n 0 N N 0 EX'ST C3 ' . = 2 STA- 21+12, 24' L BRIM 2564_��i �"��-XIST.CB ~?E 2 ;48` CA.` HIM ILL t E 24Z'tf-' IE ': 8.6Dt IE 18.26t 24` CONC. E NE 18" C.'dF IE 21.4� IE 20.40t 12' HDPE NE ' x0, GONC IE 18.5= / ' r "-S 12" CMP 'E 21.43 c n, 5" CONC iE ifi.8� N 8• CMP :E 22.2t IE 18.26t 24'•; CPEP W EXIST. CB TYPE 2 I i ��/ EX+�T i S TY:-'E '54- DA.) t �� EXIST. Ci_/WATER SEPARATOR YACLt�z'v'.0 —EXIST. CS TYPE 1 RIM 27.5t EXISTC9 TY�E 2 PISCLD iCIA.D N 12' CMP 21.33 RI9 " M2RM 26.1f w17" HOPE 21.3N 5" CONC It 19,29 (ASND1 �- S 6' CCNC 'E 19.29 (ABNC)- 21.7t BNCj rJ tiF AC'_ y '2'S;,-""' ca.— - ACCE .. (_/ / N 15" .,ONC 9.6 oNC 9.13 S. 7TH STREET 1 c 24 CONC IG ;O. ,J4 1 W 24' CONC IE 15.49 I 1 SOIL BORING TEST h;IA 3 '82 5 1 '" 5� 2 *,.7 t� rl 'r-Api E 8" PR (2003 HWA) BH-5 - LF. i 3 SD RSD� 5 " so ! 4 "c• Ex. 24" CONC SDI 1 CON l _-X cn 60" CINAD 'f x .'O'�-•-'y.`_ e , ,., ; , t= :. - ,a:...,,„. a -..- c� e .: 3, - .,.; x.,.w.-.s -, ♦.,s,.,.c:.,a-�..c.�r.sar -' _ .-.:�:,-.. 1 2 +DO _ `O CB NO, c _ _ 22+00 23+00 1 `) , i 6 - —� + 6 CB NO. c - 4 EX. 105" S ' 1 - 3 6 1 CB N0. 78' Ci W , 2 G (STw 1a) g SEE CROSS SECTION 13 `.G I �• 5 i lI-FA-Mi+ f �O eD .tt 1 j EXIST. CB TYPE 2 45" CIA) EXIST. CB i PE ?r� `1 Ri.M .93 f0-MH f1 FO - FG-MFi �! )1 It z{ CO' IE 21.42t W 12" CMP 1E 2..�4i i —,-ill Arrt--t2" h EXiS i. CB T;'PE 7 12" CCNC IE 21.67 _�, �_ , RIM 24.02 1 EX IS' E 12" CMP IE 2t67 ` '-SSM'4 5319-17 - -- , RIM 25.4� -- 21-09 S 6" PVC IE 20.09 1 !. E 8" PVC IE 19.94 I e mYI 3N FYI oo nN J N JWI OO ^WOOD Ou 'UO00 N N Oh N y N �o�+2um�o/•�oy` O ZINro< + ZINM 9J0lfAL Ec NZON20 WN EPNE4 7-12-2W4 rn U 3 rc W W o 3 I z W DRAFT CDNSlIITING ENGINEERS �m mnv .vac ,on, un e® SGTTIL v„am6Ta, �mr aeu ew-os� N0. STA 23+63. 24' L CB NO. ,TYPE 2 (48" DUL) RIM EL 24.243 IE 18.50t 24' CONC W&E IE 20.50t 12" CMP N m 20' 10' 0 20' 40' w 1n 9 M SHEET NOTES: N O CONDUIT PASSES THROUGH EXIST. 24" CMP SD PIPE. w CONTRACTOR SHALL z SCHEDULE RELOCATION WITH UTILITY COMPANY. S 2O CONTRACTOR SHALL REMOVE BRICK OBSTRUCTION IN PIPE PRIOR TO CONSTRUCTION OF NEW 24' CPEP SO. O CONTRACTOR SHALL CONNECT NEW 24" CPEP SO PIPE TO EXIST. 24" CONC. PIPE WITH FERNCO ADAPTER. Irr I SHEET 4 1 5 6 — Ili SHEET LAY O Z J S.T. a� u.w. — J.N. 1_ c,a=� DATUM —N.w. REVISION BY r.eu DATE APPIR I Qrll Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 4Q CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. ®CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. QS CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" Q6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. Q 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. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. Q CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® 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. Q7 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH AN "A-LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5. PERMITTED WORK HOURS BETWEEN UND AVENUE S.W. (STA. 1+13) AND RAINIER AVENUE S. (STA. 20+92) SHALL BE FROM 9:00 PM TO 6:00 AM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:00 AM. UTILITY NOTE: 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 POTHOUNG THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE 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. v� i 12 CHECKED FOR COMPLIANCE WITH CITY STANDARDS BY'---------------- Date ,-------- BY'---------------- Date ,-------- BY'---------------- Date r------- BY'---------------- Date'-------- RFCOMMENDED FDR APPROVAL By.---------------- Date '-------- BY'---------------- Date '-------- BY'---------------- Date r------- BY'---------------- Dateer------- E �A s CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. Planning/Building/PubGe Works Dept. PLAN AND PROFILE STA. 20+40 TO 23+80 C31 eve 10/17, 10-'26 0 z ch w Z 7 } CD L6 O Q 1 0 1n N N O 0 Q J ca 3 0 Z a J d N W N Q 0_ F Lu z z CD cO 0 Z 0 z LU ch E lf) i N EXIST. CB TYPE 1 i TRANSITION FROM EXIST. W t RIM 24.07 6" PVC (PRIVATE) CB 16. F8-i 1 S 8" Ctia = 2?.97 ` TO 8" (ROW) 8'X6' Rlse 24.49 N REDUCER ,i STA. 24+14, 24! L SEE CRY DETAIL DR33 N 12" PY !E 19.39 E 24" CMP IE 19A0 CL Cn I Lt CS NO. TYPE 2 1 i-.. - - 1 48" DIA. EXIST. CS TYPE ? RIM EL 24.Ot RkM 23.90 ,' .OE} L IE 18.57 24' CONC W S 12" CMP IE 21.75 }' O IE 21.0't 8" CMP N EXIST. 1 ROI- (METRO 1� 18.57 24" CPEP E SSMH ( ) r RiM 2A.59 ; W 108" CON-, IE 1.56 NO, �.., EXIST. CB TYPE t RIM 23.56 t E,I108" CONC IE 1.56 SE '2' CMF 'E 20.76 Wj 1 3 `;oi 1 .' 2 1. t4,S! 12' CONC IE 7.36z = PLE o 11 S. 7TH STREET 1 V1 I - w La " 24 kilty 1 x. 24' CONC SO 60" CONC SD EX. 24' CONC SD O 00 N � d 4+00 18"CIW 6 1 w z -- 2 "G 12•p4C 5 12" S 12" S x 8" S U 1 � EXIST. SSMH 5319-18 -EXIST. RIM 24.28 (RO1-66) -SEE CROSS SECTION 14 CB 16, F8-19 (54" D.A) RIM 24.05 N 12" PVC IE 18.42 NW 12"CMP IE 20.25 NE 6' CONC IE 21.75t E 21" CLAY IE 19.95 W 24- CONC IE 18.85 S 12'PVC IE 16.77 EXIST. CB TYPE 2 (48" DIA) RIM 24.52 NE 12" CMP IE 19.90 S 24" CMP IE 20.47 E 21" CLAY IE 20.64 W 21" CLAY lE 20.62 EXIST. CB TYPE 1 `r A RIM 23.88 SW12'IE 21.13 2 .ri - - - 1n 20' 10' 0 20' 40' w ol EX. 21 CLAY w 1n 36 CPEP SO o N + 27+00 N -I SHEET NOTES: No. w O SEE SHEEP 15 FOR SEWER - 2-1 CONSTRUCTION PLAN AND _ ZZ4 PROFILE. O T U 22 CONTRACTOR SHALL REMOVE - - AND WASTEHAUL EXIST. 18" SSMH ROI-66A E 12" PVC IE 14.48 V T NO. / D.I. PIPE DRIVEN VERTICAL RIM 24,58 SW 12" CONC iE 15,1:8 (ABND.) �- THROUGH EXIST. 24" CONC. N 6' PVC IE 18.78 NW 12" conc IE 1a.za 3 m! SD AND APPROX. 6 L.F. OF EXIST. CB TYPE 1 E 12" CONIC 1E 18.48 EXIST. 24" CONIC. SD. W 8" CONC 25 iE 18.78 SSMH 5319-19 RIM " CO INSTALL NEW CATCH BASIN j E 12" CONIC IE 20 5 EXIST. CB TiR 1 -{ (R01-65)W 12' CONC IE 2 80 AND 6 L.F. OF 24" CPEP SO RIM 24.07 1 RIM 24.49 PIPE AND CONNECT TO EXIST. ST. CS TYPE i E 12" CONC IE 20.17 N 12" PVC 16.33 (ABN RIM 23.93 w 1[ CONC IE 20.27 S 12" PVe 16.29 24" CONC. PIPE WITH S 12' CMP IE 21.48 W 12" PVC 15.55 FERNCO ADAPTER. NEW PIPE W 12" CMP IE 21.43 SHALL MATCH EXIST. PIPE .--- -- - SSMH NO. 2 48" DIA SLOPE. ............................................... .....y1�., .\Yi........EiS...............................................--------......................_....------............. I^................................. ...4........._.. ............. ............ ............ ............ .... ....... ............. ............. ................ :.........:.........:...... Z.,,........:.........:.........:.........:............... :..... ...:.........:......... ...... .. ......o:: v ...... --- ....... ----- ....... .... ....... ....... ..... ....... :.. .............. .. .......... ..... ,yy.h.. ....: ...... ..... ....... ....... ........ >p. .. .. .. _ ... _. ..__ ....... ....... ... _ .._ .. ... ......... ........ ...... .. .. ..N.. h .. .. .... .... .... .sr ....... ....... ...... ....... ------ .. ... .... ....... .. .... ....... ....... .. .. ... ..... .. .. .:..~�j .. .... ...... ....... ..... .. ..... ..... .. ... .... ....... ...... .._ ... ...... ... .......... ... .. .. .. ... .LI?.:...Ly........ O.................:.........:.........:.... ..... .. .. ... .... ... ..... ....... ... ... ....... .. ....... ...... ........ ......... ...:.... u . .....vp .w......_.. n........:.........:.........:........-:'--......:....o...-:--...o...:.... --- --- -.-- .. ... .. .. ... .. .... .. . :. .. .. .. .. :.. .. .. ...:. ..... 'n:.:...................................................... {y. .......:.. ...ly...:.. .......: ... .. ... ... .. .. :..: ........ ......... .......... .: .. :... .. .. .. :...... .. .:. ... PT .:... ..,b...O.�T`. O.. RJ. .... ....:.. .. .. ...;...... ...;.. .. .. - A:.: .. N.......:.........:.......................... .. .. .........:........:'.H .:: .:.:..... ........... ::. ... :. ..: ......:................... :................... :........ iS.N..LI.........�y.W.d2........ N.......................................................................................................^,...... ............f/.....1A......:.m...............:.......................................:...................:...................:.......................................:----..........................................._........:.......YY....... ' RiM 23.97 �1 N 18" PVC IE 14.07 S 18' PVC !E 13.87 1 Y fI f i o In I! tvl I I - N\��3. RIM 23.21 -- SW 6" CONC IE 21.61 CPEP SO LJ 26+00 ---- -- NO.122 Q" t 2' HDPI a ey STORM DRAINAGE NOTES (3)CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 2Q CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT. ACCESS RISER OR STORM PIPE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. Q5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM' PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" ©CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. Q7 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. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. (9)CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ®CONTRACTOR SHALL MAINTAIN 12' MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER UNE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 23+80 24+00 25+00 26+00 27+00 27+20 „ v P� Q 1n Y By---------------- Date--------- OC BY'-___--____- Date--------- F 2 By'---------------- DateL------- `�yC'or•�fi40 o C, -SW I 7TH I ST. I / .i`� RFrDM L NDFOR APPROVAL N N „ $ 1 1 lj 0 Br---------------- Date ------- �O. • twee n N J o ^ o iv o0 0 m m SHEET 4 5 6 7 8 9!` 1 O I 12 I ByL---------------- Date __---_-- • I V1^nN "% ••�•*••• no wi N °° * n + oN I.i ByLW------------- Dater----- J w o m w o♦ Z w+N SHEET LAYOUT ByL---------------- Date L_------ O F7PNEI 7-12-20W 1 ; 1 m :2- O »w jxw ww &WW Z D-29591 1 J Mw. � "• S10"' � >} CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT C=�y8c�oboffm �"' DRAFT - RENTON PHASE 2-LINDAVE. SW. TOMORRISAVE. S. J.N. � � DATUM CENSLL .TING ENGINEERS M.w. a nf��. Planning/Building/Public Works Dept. u.*nt v�wmam n�nn�"mii n.-emu NO. REVISION BY DATE APPR �� ""''�`• PLAN AND PROFILE STA. 23+80 TO 27+20 STORM DRAINAGE NOTES LO j j I Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY --- . SEWER MANHOLE. Exls. — CB TYPE 2 (84" Dsa) Q2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH d i I j Nam' I I RIM 25.36t BASIN DURING CONSTRUCTION CONTRACTOR SHALL ALIGN? h 24" CMP E 2G.9= ! �/ EXIST. ! PROPOSED 36' ICPEP SD MID Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN CB 16, C8-7 (48" CIA.) NE 36" D 'c ?958i TYPE 2 (A3NC� DOWN STREAM CB TO AVOID ,,�,-� i PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM ZS.i4 I ! METRO MANHOLE. NE 36" "GNC E 8 RM 26.85t - N 8" DI E 20.79 SE i2' nC !_ 21.oi ' E PIPE. ! 1 - ? ? EXIST- S5MH. RG1-12 (METRO' ��---25 I E 24" CLIP IE 2C 53 R;M Iz5.50 I W 36 c E-TE--ts�s ®CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN G 24" CMP IE i9.8C ti 1G8" CONCIE 1.94 EXIST. EXISTING STORM DRAIN PIPE. i I SSCG 1 i EXsSI. hREA. N_ET I 08" CCNC jiF 1 u4 E i . �cj E ! " C9 TYPE 2 (60" DA.:: } I., S. 7TH S REET 3 ;_ r TO 25.3s \ : RIM 24.a6 ii NE n F:c !E:22 R;M 2s.79i i !. Q CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE _ ! I .' I 1 @E yLi I _ :i e" COnc IE z4.c 4 I W 21" ;._AY :E 20 9f j 'ETHAFOAM• PAD AS SEPARATION BETWEEN UTILITIES WHERE N J =; �- � J1 j 3 — h iEx. 2?" CLAY s f ,+ 2 t VERTICAL SEPARATION IS LESS THAN 6' 6 ! ! N 1 co W © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM • 1 c'_ DRAIN PIPE R SANITARY SEWER. N-,.;;-:,-.�r.�rrs+� �rsas..,-arx;�.F.-.av�». re� s,.;:`>='a......::..�:;r r _---wr.-•.,:z... �,:...r.,� ,. :�..,.-...,.:.. -�.... - ,.,ar>�'aixauaaca.r'.:.w.rv.. ._r t::-...w:'•s:^ ,: emc,,s am.—.:s.a _ O Ex. O =.cv=.�•: o Q CONTRACTOR SHALL MAINTAIN 6' MINIMUM HORIZONTAL N EX. 24' CMP SO i a c I SEPARATION BETWEEN CATCH BASIN AND GAS LINE CONTRACTOR s� 1 EX 1C8' S I li H 3 i v 28+DO I - 29+00 30+0o I e 9 31+DDI _ SHALL IDENTIFY ANY SEPARATION LESS THAN 6' FOR REVIEW BY i - - - v CITY. 4 - - - N�' S - - Ilai ai 6' ^I t OTC 1 t8" CI w 4 j 18" CI w c ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND W W CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE Z 7 z"G - 2-C W AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING = 2 a CONNECTION TO ALLEVIATE SOIL PRESSURES. V T FG 3 i i :" .,.FO-MH F "• I ' p �9 Q CONTRACTOR SHALL DRILL 1' HOLES AT 2* SPACING TO PROVIDE Fo-Mn I - r rt — ~ ' — — — — — KNOCKOUT SURABLE FOR PIPE CONNECTION AND PROVIDE 3 i WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. ExlsT. aREa INLET ET / CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. SOIL BORING TEST N i (• EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PfT (2003 HWA) BH-6 I ! RIM 25.17 C8 TYPE 1 PRESSURES. Nw 4^ D iE 23.82 RIM 25.32' I , S 4" D! IE 23.82 18 SEE CROSS SECTION /4 SEE CROSS SECTION e I NW 1[ CONC IE 22.67E ® CONTRACTOR SHALL MAINTAIN 12' MINIMUM HORIZONTAL I 14 �'26.0 i� S 12* CGNC IE 22.73 20' 10' 0 20' 40' I EXIST. AREA In _T / EXIST. SHEET NOTES: SEPARATION BETWEEN CATCH BASIN AND WATER LINE. RIM 24.64 CE TYPE 1 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12' N 6' CONIC IE 23.74 RIM 25.13i t CONTRACTOR SHALL SUPPORT SE 4' DI IE 2189 N 8" DI IE z2.28± FOR REVIEW BY CITY. UTILITY POLE DURING INSTALLATION OF STORM PIPE. ©1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM COORDINATE WITH UTILITY PIPE PRIOR TO INSTALLATION OF CATCH BASIN. COMPANY. p................. ....................:...........................................................:...................:.......................................:...................:.......................................:................:...................:......................................:.......................................:...................:................... ...................... ................:...................:...................:................... ......... ...:. .:.:.. ......:.........:.... . :.. . :.........:......... ......... ................... .. - . - .. - ..: .. - .... ..... .. - ::::::: - - - - - - :::::::::::::::...... 2:::CONiRACiOR : SHALL :REMOVE GENERAL CONSTRUCTION NOTES .........:... .... ..................-.........................-...-.-................. ....... ..�... .-. .-...- .- .... .........:.........:.........:.........:.........:..................:.........:.........:.....-..:........::........ ....... D .:................. ....... ....... ....... ....... ... w:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........ ....... ...... ....... .... 1 VANED Z:.........:.........:.........:.... .............: :....... - ...... ...... - . - - .. ....... ....... ....... .......: ROIOT :BALDAP.RIOR: TON AU1 TYPE 1 AND 2 CATCH BASINS SHALL HAVE .....:.........:.........:.........:.........:...................:... . ..........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...ri......................... :-......: :....... ..-.... ....... ....... ....... ....... .........:.... _ ..... :........ - ......... ......... ....... - . - ..... - . . :. . . N. . Y. EXCAVATION OF STORM GRATES EXCEPT WHERE NOTED ON THE PLANS .................:.:.:.:.:.:.:.:.:.:.:.:.:.:...:....:.:.:....:.:.......:.:.......:.:..:.:.:.....:.:Y ..:...:-:.:-: Y: : : ... . . . . . . . . . . . . . . . . . .. . ... .. .. . . .. . . . . :. . .. . . Y. : :. - . . . .. . .. - . - . ... : . . . . . . . : .. : Y: : - - : :: .. .. .. .. : : - . . . . - . : :. - . .... . : :: .. . . .. . : : : - .. . . . . . : .. .. .. - W zz.z......................:...................:...................:...................:......W....'.-..:-....-..-.-.............--...........--.......-....-.-..-.......a.-.-.......-...--....-......-:-...-..-........-..........-. ............. TRENCH- ....... .......:......:..:.........:.......'..:....�....:..�....:.........:.........:...................:...-....... ............ z....------.--- .....-.-.....- ....... ....... ....... AND ACCESS RISERS SHALL .........:.........:.........:.........:...................:.........:.........:.........:...In- ,,.:..--..-. -.-... .....-. .- .. .....- 2. BASINS m :..... ...:....... ..:.........:.........:....w-...:..w. W ...:......... EXIST.'GROUND'ELEV..:.........:......r...----..-.:::.......:::...-... :.:i.i:..:�:..-..---':.....- " EXIST.-GROUNO ELEV.-..:......... ....... :........:.........:.........:.........:.........:..-.-....:........-. .................... ---- -- ... ..--...... - .-. ..-.-.. ... .--.... ....... ....-.. -. :.........:.........:.........:.............3... 3. ...:........ AT.�.R.d.W.........:......-. ..:- p AT. RO.W :: HAVE FLAT TOPS ...........:.........:.... ... ............................:...................:...4::41::'......... ........... ........ -- ....... .. ... . . ' : :::..:::: ...........:.........:.........:..., - .� ..:... - 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, In .... N.. :.. UTILITIES W. ....... .... .. ..-... ... ..�.. ::�y.:.:: .....- 25 a> �� .r wv avxv�vxvemv�vlvoav v , .N.7.Vt o :..............y. � 49-........ :..,.........................................................--...............................................................-...........................-..-........ :.:.:.: IN FLOW LINES, AND TO CLEAR EXISTING :::: ::: N: .........:.........:. ........:.... ::::i :-...................:.......--:.........:. .... ... 1.-..-..?---......:........ ..- ...- ....... ....-.- .. ..... . 0 u :Dc. 2t . 80 :..... .:: t =' - .....:.. - ......:..... - - - .:. - - - - - :::.. 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED r. .........:.......... ' 'EX' 21 CLAY' Q :.......W:.............................................. ......: ....::::- _ w..,w D:ti9:: :::::::[ FITTED WITH AN "A-LOK' :.......y..........:.........:............ . .. ......... .... ............ ..... ... o Y'.� r CATCH BASINS SHALL BE a OR OR EQUNALENT SEE 20 ::::::p :::::::::: fl 20 ................: A . .+ � � > s - - 4 z A�,.n � FLEXIBLE CONNECT .. i,�...............................................................................:. ....-:................................. .... ....... . :....... .........:.........:....... .: w-•--•-r r .. . O ....... .. ....... ._._.. ..._.t..,-;+.....,: .L. y,, ,,t:.s _'s s' '-'gs.-�uy Y""`•- .. :G-:... c iO t it S< N s " . a2 sue. , > a :.......p.. ::...,.:...•_.s,....;:--- -s., - ..,.... ...- .....:_r... :,.,.�.:....... ........:> .r.�}:,.....a+. .. �:,:,:,-::......,...,..�__.- .'......... .... .. .... 5. SPECIFICATIONS. CA WORK HOURS BETWEEN LINO AVENUE S.W. (STA. :....... .:c^+>v=_.x?:- :..... :... :r..-- a:l:'r..da.,s'®c ..i....`. ,-r as- >Y.:y.. r^..R.. -' Y. 1� IY-.. ,p•: _ "-c,rc-..,+-. - �2...�,. z ?w. :: ... :: .T.' t'?S..:c•�.. .,. ......, ..€^ «� , *w .:{:.; "t -.-- ._. 4. -?• -. ry!�:f:3:7:.:.. .� :.atS';t {^-.,- ...: .. .................... . ...'F.A .... :::: ::: G - k .: a.. i. Kr..,...._... r .¢ 181 �F. •. CPEP...... ................... w ......... ' :. .: 13) AN S. (STA. 92) SHALL rn :...... 1. .: �I.+ .,:.; -. �;x_. :..# ...- a t : '.' .. •. _ .t'�.. >. ,- _?^:5:... :-... .... ........ .. .... ..... 9:00 PM TO6:00 AM CONTRACTOR S OFIALL HAVE TRAFFlC R 15 :....... r+l:i -..... r ._ t ... _. ....... - ::::::: ......: :::::: ' :::: ..... DEVICES CLEARED FROM THE ROADWAY BY 6.00 AM �:,�, .E07 L ..: 38" CP.EP.:SR : �-0.010: ' i ::: ..... Y_-` .... .. ... ... ... .. .N. __. .... -.... ...... ..... ....... :r. .....: 15 CONTROL D N...................................:..-..-.............-.-.-.-.......:.-'---... - ..................................--..-.:-...-..............:...................:..............--...:....-..............:..--............:.:................ .........-... ......-...... ..-..... ............. ............. ..-..-.-.....-...-... .. .......................:................... 1D......... cv .-.......yg$ LF_.36: CPEE1? SD ,S- -0.0..-.:...... 'c":::::::::E:::::::::i:::::::::::::::::::E:::::::::E:-......::::::.... ... .... ......: ......: ......: ... ... ::: ::: ::.. ... UTILITY NOTE y. ............................ ......-.........:........-:....-..............:......... ........ ..... ...... ....... ...-. .... ....... ....... .. .-. :�..... o :.......>. ..................:...................:........:.........:.........:.........:......... ........: :1=:.... ---..--. .. ....... .. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING -..... .. :.........:..................:.................. .. .... ..... EX, tp$.:g:.- .. . ..... :::Ex. ' s :.......*.........:.........:.........:.........:........:Ex..70a..s.......-.................................-......... .............. ....... ... ..... ....... ....... ....... THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING vi :::::v. .........:......... ......... .........:.:..... ::..::::::: ::::........................:.........:............................... .... ... ..... ....... ....... ....... :. :4::::::i UTILITIES WITHIN THE PROJECT. WHETHER SHOWN ON THESE .....1Q......:.:.:.:.:.:.:.:�:.: :.... : .... .:....... .:......-.-: ............-.-.. d........:......... .........:.........:. .:: ... .... .. ..... .:.....................:... ............:..............:..............................-.--.............:.........-..................-.-....:...................................:...................:...................:...........-.......:........ PLANS OR NOT. 6Y POTHOLING THE UTILITIES AND ...........10:....................................:..................:.........:.....................................:.........:...................:..... ...:. ..p.........:.........:.........:...................:...................:.........:.........:.................:.........:...................:.... :::: :::::: :::::: ::::: OCATION PRIOR ....... .........:......... .........: :.......I.:.........:......... .........:.-............................................:.............. ..... ....... ....... ....... .. .....................a......................-.....-..................-:.........:.........:..............................................:.........:....: :. ..... ....... ....... ....-. .. .............. .........:.........:.........:.........:...................:.........:.................:-.......-:......................... ..: . ....... ....... .. ..... TO SURVEYING THE UTILITIESSHOWNON THE PLANS ... ............:.........:.........:....... ..... ... :.........:.....................-:.........:.........:.........:... ARE INFORMATION AND :.........:.........:.......... .......:..................:.........:.........:.........:.r..--...: :....... I........ .. .... ARE BASED UPON THE AVAILABLE 0 5 :......... .........:......... .........:.........:.............:.........:-........:.-.......:.........:.-.-.....:......-.: :....--. 5 SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE 3 ..... ..... .. .......... ............. ..... ........... ..............................................:.......................................:...................:.............................................................................:...................:...................:............... TO ..... :.........:.........:.........:........:.........:.........:.........:.........:.........:.........:........................ PROJECT ENGINEER . ...... .... --- ................ .. O N..................:. .. ... - .... ... .... ...--.. .....-- ....... .. ..... :......... .. .......:.........:...... ...:.........:... .. .. ... ..... ... .. ... .. ....:... ..:. CONTRACTOR SHALL CONSULT THE ..................:.........:...........................1.:...............:::::::::::::: ::::::::::::::::::: ::::::::: ::::::::: ::: :: .: CONSTRUCTIONPR RESOLVE THE T PROCEEDING WITH Z:....:.........:.........:.........:......... :.........:.........:.........:.........:......... ........ ....... ... .. ..... PROBLEM PRIOR 0 PROC ..................:.........:.........:.................................................................... :..--... p ::::::: :::: > 0 a a r..:.........:..... .:........:.... �_ : ucrrcD FDR CONPLIAN E WITH CITY STANDARDS ..............:.... .....:.... 27+20 28+00 29+00 30+00 31+20 x rn BY----------------- Doter------- N _ ~ W BY----------------- Doter------- LLJ �I W W s R, F 0------------- -_---- BY'--- Dote--- 2 I; ro 3 H m -a 3 Z N .. m BY----------------- Dote , -------- a -moo+ ���� Q. 0. �N as J N a N zo z i SW IjjJ7TH {jI ST.'}Ij/ I}(�� -r RECOMMENDED FOR APPROVAL Z n* o a o N W I* o o 00 ---T-III f_ I BY'---------------- Dote,-------- . e _ _ m ^m ri miv a n ,.> N a B Dote-_ a I vi n n_ N 'I n N n m N{ (j 8, / 9 10 1 l\ : 12 i Y'---------------- ------ °.►A�olrm' . {{•i a o, o m+ N o o o+ m N m +i m +i -H w BY----------------- Date--------- �yd No J;; NO Jnn v� m -n m m > O CORAL z -.6 zlWnn n w li ? q o Q SHEET LAYOUT BY----------------- Date--------- J 1m �� 1m ��� <N .O E7)fo11E4 7_t1-1(D� U C W W W U C W W f�/f W W W W W W Z �- D-295912 � osm -T- '�'�`'° "�' 3 >= CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1,�°/t7/o3 w DRAFT JA Cn,sy �Debo�nn, Im e` J'" DATUM RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. _ ry caNsuLnNc �wlra y� w � Planning/Buikfng/PubTK works Dept PLAN AND PROFILE STA. 27+20 TO 31+20 .m t F -mc. v�emme.ro +eon ee+-'... NO. REVISION BY DATE APPR K.E rn rn N t\ N CL U) O F- D_ w z CROSS SECTION \ / CROSS SECTION \ / CROSS SECTION CROSS SECTION CROSS SEC I ION / s STA.1+50 4 STA.2+77 4 STA.4+77 s STA.5+74 s STA.6+64 s E CROSS SECTION e ' STA.8+80 o; CROSS SECTION CROSS SECTION e STA.10+12 s STA. 11+25 CROSS SECTION e STA.12+68 �� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT w.w. v: 1. 5 DRAFT -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. � �'N' �� DATUM CONSULTING ENGINEERS '�Nw Planning/Building/Public Works Dept ssmca n�..« NO. REVISION BY DATE APPR K E -� LATERAL STORM DRAINAGE IMPROVEMENT PROFILES 0 37 Ckf z it m 0 F Q 14 _.26 CT) to Cy) CV r— c\I IN CB NO. CB 0. CB NO. EXIST. SSMH NO. 5319-13 2- CB NO. C8 NO. ESSMH 8 EXIST 4 S.W. 7TH STREET (5,) Fe -X24" CONC sb 4 C8 NO. S ---1'4100 1k\ 11 15 00 12" C1 W -10 SSMH No. ill EXIST. SSMH NO. 5319-175 (54' DIA. I EXIST. SSMH NO. ROI-9 (METRO) I-FO FO H P z Lu Lo TRANSITION FROM 6 - PVC (PRIVATE) TO 8- (ROW) 8-X6- CB NO. REDUCER SEE CITY DETAIL BR33 S. 7TH STREET EXIST. SSMH NO. R01-11 (METRO) ?LE 8 C�-z 171 rF0 IC EK 24' 125+00 4-- ---EX +00 CI 8 ' C, V 2'r. 3 -PqC S S 8" S 'I.H 7 -EXIST'T EXIST. SSMH NO. 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I . ..... ................................... ...... I a ......... ................ ... ..... ........ .. :: ..... ......... ......... . ......... ....... :::::: —, - --- ......... ......... ......... , ....... ......... ........ ......... ......... .......... ........................ ......... .... .. ...... ............. ... .... .... ......... .................. ......... ......... ........ ................... ......... w ..... : ..... : :: ::::::::: ::::: .... * ... .................. ........... : ... *''*' — - --- - -- 20' 10' 0 20' 'WI SANITARY SEWER NOTES G)CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SANITARY SEWER MANHOLE. QCONTRACTOR SHALL CORE DRILL EXISTING SANITARY SEWER MANHOLE, CHANNEL AND CONNECT NEW SANITARY SEWER PIPE. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. SANITARY SEWER MANHOLE WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. (3)CONTRACTOR SHALL CUT AND CONNECT EXISTING SANITARY SEWER PIPE TO NEW SEWER MANHOLE. ®CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG EXISTING SANITARY SEWER PIPE. (DCAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE EXISTING 18" WATER MAIN PRIOR TO INSTALLATION OF SANITARY SEWER PIPE. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 18" BETWEEN THE WATER AND SANITARY SEWER PIPES. SANITARY SEWER PIPE SHALL BE CENTERED UPON THE WATER MAIN TO MAXIMIZE THE DISTANCE BETWEEN THE PIPE JOINTS AND THE WATER MAIN CROSSING. gCONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SANITARY SEWER PIPE. (D CONTRACTOR SHALL INSTALL SANITARY SEWER MANHOLE PER CITY STANDARD DETAIL BR 28. SHEET NOTES: tO 2' GAS LINE TO BE RELOCATED BY PSE. CONTRACTOR SHALL COORDINATE WORK WITH CITY AND PSE. ....... ..... . ; .... ... ......... . ....... w ........ ................... ......... ......... ......... ......... . ............. .... ......... — ..... ....... ..... ......... : ........ . ..... ...... - : : : :/ �z LJ .......... . . ... ... ............... .......... ........ .... ... .... .... .. ..... ------ -- 0 . - - I I : ......... ..... ....... ...... - --- - .. ... : 0 w P = V) 0 Ix 0 of SID ZI 0 zw 0 0 CL 33 le 1:5 SW :gx ST- ozz zo,) .0 Ir 3'z n w A z _TH 1_ III 'u<u'zo 0 3c z V) z -H� S, — zzz T-1 yz U -.6 co u ai �, N Z �OL> . —:0 a w W? z z Lu) Uu t F 0 8 SHEET 4 5 6 7 i /9 10 1 11�\ 12 D L) C-) m 0 gY, 0 a A 21088 60 z 0 10 —" — d . *6 "o 0-6-- 1 , . �o Do M N0 co 0 co .0 Ir w D 0 z * V) +v, + c""mw" +zm Z%D�(> i 0 -j '2 o'! C'� - - -- - . eq --: 9 - I a Z E 0 *,z 10 MT '0 -A 0 `0 1 <> SHEET LAYOUT W,616, ': w16 mo M0,006 —mo 0! 0 1 -wj 9 o! N �3c z Nx=) '"D z of L) F---- �<m t5 m - 6 o; cr to OE V-Cot w 0 wx, wx W W W �T< x 13'�� La L. w .15 o, I F, tij w d 1 +6 + ONAL zz i . E w mu �m m,0 m R �Lj L, �Lj 0 -ST. Ali CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 10/17/03 o�.y & cab.., Lr. M.W. REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. DRAFT i CONSULTING EKVNEERS AM Planning/Building/Public Works Dept. wrW SEWER PLAN AND PROFILE STA. 14+30 AND 24+20 �TML NO. REVISION BY DATE APPIR —x E- 15 ' 26 rn rn fV 1` N U) 12" DIA. CPEP SD EXIST. 8" DIA. PVC EXIST. 6" DIA. PVC (14.45" DIA. O.D. PIPE) SAN. SEWER SAN. SEWER (16" DIA. KNOCKOUT) g" FLEXIBLE 6" FLEXIBLE I.E. 22.00 COUPLING (PVC) COUPLING (PVC) D.I. SLEEVE I.E. 60" DIA. CONC. SO D.I. SLEEVE I.E. 18.47t (72" DIA. O.D. PIPE) 18.51 t SID (79" DIA. KNOCKOUT) I I 60" DIA. CONC. SD DIA. CONIC. (72" DIAO.D.I 1 I.E. 13.80 (72. PIPE I I I (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUTV) IE9"13.80 DIA. KNOCKOUT) I.E. 13.86V�\ I I I I I II I I FLOW _ I ` FLOW ` FLOW II I I II -ENCASE 18 L.F. 8' PVC SAN. SEWER IN 16 LF. OF 12' D.I. SLEEVE (8" PVC PIPE TO EXTEND 1 FT. BEYOND SLEEVE). D.I. SLEEVE I.E. 18.56t 8" FLEXIBLE COUPLING (PVC) EXIST. 8" DIA. PVC SAN. SEWER PLAN 12" DIA. CPEP SD (14.45' DIA. O.D. PIPE) RIM EL. (16' DIA. KNOCKOUT) 8" PVC SAN. SEWER ENCASED I.E. 21.65 T.O.S. 25.60t IN 12' D.I. SLEEVE 24.35 ! D.I. SLEEVE I.E. 18.56t 60' DIA. CONIC. SD (72" DIA. O.D. PIPE) O 60"_DIA. CONIC. SD (79" DIA. KNOCKOUT) (72 DIA. O.D. PIPE) I.E. 13.80 (79' DIA. KNOCKOUT) I.E. 13.80 �o�• Trom • �'. '9�017AL "" E7�FES 7-1i-70M 0z y &: CQ'ornn, Inn CONSULTING ENGINEERS some "omr:ro, �. T.O.S. 1 1.80 PROFILE 108" INSIDE DIAMETER CATCH BASIN STA. 9+78 SCALE: 1 /4"= V-0" DRAFT ENCASE 18 L.F. 6' DIA. — PVC SAN. SEWER IN 16 L.F. OF 12" DIA. D.I. SLEEVE (6" PVC PIPE TO EXTEND 1 FT. BEYOND SLEEVE). D.I. SLEEVE I.E. 18.52t 6" PVC SAN. SEWER ENCASED IN 12" D.I. SLEEVE D.I. SLEEVE I.E. 18.52t T.O.S. 24.65t 60" DIA. CONIC. SD (72" DIA. O.D. PIPET (79" DIA. KNOCKOUT) I.E. 13.86 �• O 12" DIA. CPEP SD (14.45" DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 22.36 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.86 FLOW 12" DIA. CPEP SO (14.45' DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 19.20 6' FLEXIBLE COUPLING (PVC) EXIST. 6" DIA. PVC SAN. SEWER PLAN 12" DIA. CPEP SD (14.45' DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 21.56 RIM EL //—(14.45- 12" DIA. CPEP SD 25.90t DIA. O.D. PIPE) (16" DIA. KNOCKOUT) jLE. 19,20 O 60" DIA. CONC. SD (72- DIA. O.D. PIPE) (79" DIA. KNOCKOUT) O I.E. 13.86 11.86 PROFILE 108" INSIDE DIAMETER CATCH BASIN STA.11+25 SCALE: 1/4'=1'-O' u.w. w J.N. ua ,a_� DAiUAI NO. REVISION BY DATE APPR CONSTRUCTION NOTES: 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR DUCTILE IRON SLEEVE SEPARATED FROM 60' DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). 2. D.I. SLEEVE SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED 8" DIA. PVC CARRIER PIPE SHALL BE OUTFITTED WITH 2x4 WOODEN SKIDS STRAPPED TO PIPE WITH STAINLESS STEEL BANDS. ONCE CARRIER PIPE IN PLACE, FILL VOIDS WITH SAND AND CAP BOTH ENDS OF 12" DIA. DA. ENCASEMENT PIPE WITH NONSHRINK GROUT. 4. CONTRACTOR SHALL VERIFY LINE AND GRADE PRIOR TO FILLING VOIDS WITH SAND. 5. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. Plonninq/Building/Public Work3 Dept SANITARY SEWER DETAILS 16- 26 O. E (Y w z- Ii H y -4o + item 'g1CRAL DW4M 7-12-2oa 7-1 ROADWAY RESTORATION NOTES Q1 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 02 CONTRACTOR SHALL REMOVE EXISMG SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. Q3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. tz ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER tz WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR 3 STANDARD DRAWINGS AND DESCRIPTION OF WORK. O W 20' 10' 0 20' 40' Q CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT m LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. W to SEE CITY DETAIL F006. ©CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. d 07 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. W z ® CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE :3INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. x F O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL XX. ®CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. u GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN KIND, 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. SEE SHEET 21 FOR EXISTING CHANNELIZAMON PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION LIMITS AND QUANTITIES. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS 5. CONTRACTOR SHALL REPLACE EXISTING CURB, GUTTER, AND SIDEWALK IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12% COORDINATE REPLACEMENT WITH CITY CHECKED FOR COMPLIANCE WITH CITY STANDARDS By. Dote: By. Date: By. Date: By. Date: RECOMMENDED FOR APPROVAL By. Date: By. Dote: By. Date: By. Dote: 14%��°°° �� CITY OF ��_ sT� S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT�o/��/03 DRAFT M.W.REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. s� J.N. u DATUM CONSULTING ENGINEERS n w�s+� .mmt v�wm�r..o�i sw'mizw as NO. REVISION By DATE gppR ,,,,,�u'w' �.. Planning/Building/Public Works Dept STREET RESTORATION PLAN K.F. ° e ROADWAY RESTORATION NOTES rn rn N I` N d 0 E 0' w Z -i r m L6 0 F O_ O O N O C> 0 O N O N f— O } Q J 3 0 N m Of U N W N Q S 0_ w 0 Z Q 07 O 10 N _O Z- 0 z W Of rr C V u la 4 v c a u 2 F a 7 �f ■Sty t B�aNAL ODNE4 7-12-zm 5 20' 10' 0 20' 40' x N W N m W Z 7 x F (D CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 02 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. Q CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR STANDARD DRAWINGS AND DESCRIPTION OF WORK. 05 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRVEWAY IN KIND. SEE CITY DETAIL F006. © CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. 07 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. ® CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. 09 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL XX. ® CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNEUZATION MARKINGS IN KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNEUZATION ARROWS, AND ANY OTHER EXISTING CHANNEUZATION MARKERS LOCATED WITHIN THE UMITS OF THE PROJECT. SEE SHEET 21 FOR EXISTING CHANNEUZATION PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND REQUIREMENTS BETWEEN UND AVENUE S.W. AND RAINIER AVENUE S. 3. A SUDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION UMITS AND QUANTITIES. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS 5. CONTRACTOR SHALL REPLACE EXISTING CURB, GUTTER, AND SIDEWALK IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12-, COORDINATE REPLACEMENT WITH CITY CHECKED FOR COMPLIANCE WITH CITY STANDARDS By. Date: By. Dote: By. Dote: By. Date: RECOMMENDED FOR APPROVAL By. Dote: By. Dote: By. Dote: By. Dote: ®n T. s«� '�1p`Y°' ' s3 >-} CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1�0//17/03 DRAFT my RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. VMp �IJB� 1� a®J.N. � CONSULTING ENGINEERS DRAFT D�4TUM Planning/Buldinq/Public Works Dept some, v��vmslai fs � n�ou NO. REVISION BY DATE APPR STREET RESTORATION PLAN s .m 18-26 rn In N I` N d ROADWAY RESTORATION NOTES Q1 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 2Q CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. Q3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. T CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR 3 LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR 00 STANDARD DRAWINGS AND DESCRIPTION OF WORK. GJ m 20' 10' 0 20' 40' Q5 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. SEE CITY DETAIL F006. o© CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING N SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. d O CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. W z O CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. U F (DCONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL XX. ®CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. 0 N u W 2 N U) N C4 N W z S F 4WAL DWFE4 7-17-2oa4 GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN KIND, 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. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION LIMITS AND QUANTITIES. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS 5. CONTRACTOR SHALL REPLACE EXISTING CURB, GUTTER, AND SIDEWALK IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12-, COORDINATE REPLACEMENT WITH CITY CHECKED FOR COMPLANCE MATH CITY STANDARDS By. Dote: By. Dote: By. Date: By. Date: RECOMMENDED FOR APPROVAL By. Dote: By. Date: By. Date: By. Dote: S.T. �°` "° " �' » CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT � 7/03 �,aro.,� DRAFT �-MN REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. "� ING CONSULTENGINEERS r n w 1 �NM �• ,„ nartn �, ,arTM asrc :m®M.W. Planning/Building/Public Works Dept. II mL v�vecid n aw r..-~ _ NO. REMION BY DATE APPR K E � • STREET RESTORATION PLAN �, 19 - 26 ♦ 0 Of w Z r m 0 F o_ Cl 0 o• 0 C> 0 0 N O (n F-- 0 } Q J 3 0 J m G! u N LU N Q 2 O_ w 1n z Q O J cO N _O Z O 1- z W O_ F� rn a) cV f` N 11 a C 4 3 v 4 v c c i d 4 2 0 Lj m W W N c 0 N W Z 10' 0 20' 40' •+aa a.8 o I TEST PIT (1999 HINA) �o ♦ nor a. 1 '1�♦Grata♦� ♦ I 1 i ONAL DMIM 7-12-2W4 A i i ROADWAY RESTORATION NOTES Q7 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. Q2 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. Q3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR STANDARD DRAWINGS AND DESCRIPTION OF WORK. Q5 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. SEE CITY DETAIL F006. © CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. Q7 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. (j)CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. Q9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL XX. ®CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNEUZATION MARKINGS IN KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNEUZATION ARROWS, AND ANY OTHER EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE PROJECT. SEE SHEET 21 FOR EXISTING CHANNEUZATTON PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND REQUIREMENTS BETWEEN UND AVENUE S.W. AND RAINIER AVENUE 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION LIMITS AND QUANTITIES. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS 5. CONTRACTOR SHALL REPLACE EXISTING CURB, GUTTER, AND SIDEWALK IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12', COORDINATE REPLACEMENT WITH CITY CHECKED FOR COMPUANCE WITH CITY STANDARDS By. Date: By. Date: By. Date: By. Date: RECOMMENDED FOR APPROVAL By. Date: By. Date: By. Date: By. Date: S.T. '"""'°` "°' •A ,� CITY OF M.W.w S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT toD�/t7/D3 CTmp woe �, DRAFT-� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. o CONSULTING ENGINEERS °m®J.N. ,, m noao •vdc ,un, nnc ra �-I DATUM aa*nz vwmcto, aoor aao w-°w - NO. REVISION BYHDATIEAPPR ,,, �.E — �v Planning/Building/Public Works Dept. — 20 '� 26 STREET RESTORATION PLAN Ft rn Ln rn N N CL. U) O E Lu w Z r m L 0 E Q LQ 10 N rn O N 0 0 'a J N f rr 0 F m N w N a IL Lu w z Z a li O J 1D N O Z- O z w of :�' I t CONC. LANDSCAPE SIDEWALK STRIP (TYP.) 40'-0' 6" I EXIST. 36-54' CONC. STORM PIPE 60' DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. SEE 'TYPICAL PATCH FOR FLEXIBLE PAVEMENT' DETAIL FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. OFFSET 10' O.C. WITH EXIST. 36-54' CONC. STORM PIPE, TYP. f SAW CUT UNE REPLACE EXIST. CONC. CURB, AND GUTTER IN KIND TO UMITS SHOWN ON PLANS (IYP•) 1 6" 5'-0' '— ' zI CONC. LANDSCAPE SIDEWALK STRIP CONTRACTOR SHALL GRIND AND (TYP-) OVERLAY EXIST. PAVEMENT 2' MIN. WHERE NEW PAVEMENT SHOWN OUTSIDE TRENCH L 1 SECTION SAWCUT UNE. SEE RESTORATION SHEETS FOR diihl PAVEMENT UMITS I REPLACE EXIST. CONC­/ CURB, AND GUTTER IN KIND TO UMITS SHOWN ON PLANS MIR ) 60' DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 11'. SEE 'TYPICAL PATCH FOR FLEXIBLE PAVEMENT" DETAIL FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. 8 SAW CUT UNE .y. 9�ORAL U�EES 7-IIII-2W/ pOoe� Cm1Sl1l.TING ENGINEFRS DRAFT rn oo"n vooc roan art[ sm cnrnj, v�vm�toi loos � >ssaoo 40'-0" SW 7TH STREET 5-6', TYP. I TRENCH CL SW 7TH STREET q 17' TRENCH Cr SAW CUT UNE 40'-0" 24'-0' TRAVEL LANE TRENCH NOTES 1. 60' DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. 2. SEE "TYPICAL TRENCH SECTION —FLEXIBLE PIPE" FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 4. A SUDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION UMITS AND QUANTITIES. 40'-0" TRAVEL EXIST. 24" CONC. TRENCH NOTES STORM PIPE 7 1. 60' DIAMETER CONCRETE STORM PIPE AND TRENCH / SECTION. INVERT DEPTH SHOWN AT 10'. 2. SEE 'TYPICAL TRENCH SECTION —FLEXIBLE PIPE" FOR FURTHER INFORMATION ON TRENCH AND RESTORATION �/ REQUIREMENTS. 3. SEE 'CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 4. A SUDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION UMITS AND ,\—QUANTITIES. SAW CUT UNE STATION 3+00 TYPICAL STREET CROSS-SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 "=30' STATION 10+00 TYPICAL STREET CROSS-SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 "=30' CITY OF M.W. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT -� J.N. REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. erg L' DATUM o®®M.W. Planning/Building/Public Works Dept. TYPICAL STREET CROSS SECTIONS NO. REVISION BY DATE APPR ".m K.E. STATIONS 3+00 & 10+00 .m 22 26 rn L0 rn N N a. 0 F Lu w z ED m �n 0 F Q J s 0 N O 0 r a J 3 0 ri N F ly 0 N w Q o_ w z z a a O J N O z 0 F- z w Of F- - r REPLACE EXIST. CONC. CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (TyP•) 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 11'. SEE 'TYPICAL PATCH FOR FLEXIBLE PAVEMENT" DETAIL FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. r SAW CUT LINE w j 6" ZI - zi I CONC. 3 I SIDEWALK (TYP.) 35'-0" 30'-0" I 18' SW 7TH STREET S 7TH STREET IItAYtL LANL CONTRACTOR SHALL GRIND AND OVERLAY 1 EXIST. PAVEMENT 2" MIN. WHERE NEW PAVEMENT SHOWN OUTSIDE TRENCH 11' SECTION SAWCUT UNE. SEE RESTORATION TRENCH SHEETS FOR. PAVEMENT UMRS I I REPLACE EXIST. CONC. :`4Z4AvA`eA—`—" CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (TYP•) EXIST. 24" CONC. STORM PIPE Lo 1 60" DIAMETER CONCRETE STORM PIPE AND �f TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL PATCH FOR FLEXIBLE PAVEMENT' DETAIL FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. • SAW CUT LINE �o ♦ noes w ♦Or ■ts•• `J97ORAL FJDRE4 7-12-M � D RAFT CtD1SLlTING ENGINEERS �m nonv •vp[ srrnc v�vmlc,n� � asc� naaY qa� 18, NO. I REVISION 35'-0" TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. 2. SEE -TYPICAL TRENCH SECTION -FLEXIBLE PIPE" FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET' DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 4. A SUDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION UMITS AND QUANTITIES. SAW CUT LINE 34'_ TRAVEL STATION 17+00 TYPICAL STREET CROSS-SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 "=30' Iz IM I� I I TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. 2. SEE -TYPICAL TRENCH SECTION -FLEXIBLE PIPE" FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR STATION 23+00 LOCATION of FRAME ASSEMBLY. TYPICAL STREET CROSS-SECTION 4. A SUDE RAIL TRENCH SHORING SYSTEM FOR TRENCH FOR 60" DIAMETER STORM PIPE WORK AS DESCRIBED IN THE SPECIFICATIONS WAS SCALE; APPROX. 1 "=30' USED TO DETERMINE RESTORATION LIMITS AND QUANTITIES. -I SAW CUT LINE D-29592� .% CITY OF 0/17/03 u.w. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT J REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. "® "_e' DATUM ,e u.w. Planning/Buildng/Public Works Dept. TYPICAL STREET CROSS SECTIONS Ery DATE APPR �K.c .� �STATIONS 17+00 8 23+00 0 z Of w z SW 7TH STREET 26'-0" APPROX.) 34'-0' (APPROX.)l I 1 I I I z I REPAIR EXIST. 6" 15'-0" I La i GROUND IN —KIND 21'-0" I J 3 AS SHOWN ON I PLANS (TYP.) 12' I I ix TRENCH REPLACE EXIST. CONC. '' 4 CURB, AND GUTTER IN KIND TO UMITS SHOWN ON PLANS Df EXIST. 24" CLAY STORM PIPE SAW CUT UNE Ir 11 NOTE: UMIT OF TRENCH 1' MIN RESTORATION AT SPECIAL PRECAUTIONS GROUND SURFACE TO PROTECT PIPE 2' SHALL BE NEATUNE TO THIS LEVEL rjjRN,SHED SAWCUT, TYP. DEPTH TO PIPE CROWN 7VARIES, SEE PLANSRADE •'P"" "°"" �2" ASPHALT CONC. CLASS 'B' A A-& ,$ 6" ASPHALT CONC. CLASS 'B' MIN. `' ¢ 6" CRUSHED SURFACING TOP COURSE FLEXIBLE PIPE 3•-0-] PIPE BEDDING CPEP OR DI —SEE SPECIFICATIONS TYPICAL 12" LATERAL TRENCH SECTION NOT TO SCALE �o ♦ nave e ♦0r°t°ee g�aNAL DFFES: 7-12-2W4 I SAW CUT UNE TRENCH NOTES 1. 36' DIAMETER CPEP STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 8'. 2. SEE "TYPICAL TRENCH SECTION, 36' STORM PIPE" FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 1' MIN 1' MIN SEE TRENCH NOTE FINISHED GRADE SPECIAL PRECAUTIONS • • • TYPICAL TRENCH SECTION 18", 24", & 36" STORM PIPE NOT TO SCALE STATION 30+00 TYPICAL STREET CROSS-SECTION FOR 36" DIAMETER STORM PIPE SCALE: APPROX. 1"=30' "-2" ASPHALT CONC. CLASS 'B' \�6' ASPHALT CONC. CLASS 'B' 6" CRUSHED SURFACING TOP COURSE PIPE BEDDING SEE SPECIFICATIONS 1' MIN 1' MIN SEE TRENCH NOTE FINISHED) GRADE oQ SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL DEPTH 1ZT TO PIPE CROWN MIN. VARIES, SEE PLANS REINFORCED CONCRETE STORM PIPE 10'-0" �o�oQOQoao�oaoaoao�o�o40�o�o�oQ A TYPICAL 60" TRENCH SECTION NOT TO SCALE 2" ASPHALT CONC. CLASS 'B' 6" ASPHALT CONC. CLASS 'B' 6" CRUSHED SURFACING TOP COURSE PIPE BEDDING SEE SPECIFICATIONS D-295924 —m.w. _� CITY OF me DRAFT �.w c� S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT,o�/��/01 any ar0jN =•nn° Inc, °"� J.N.0 REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. — cONsuLT2Mc ENGINEERS DANAI q/ nq/Public world Dept. TYPICAL STREET CROSS SECTION -STATION 30+00 �° o v'TAT�• NCI f°w � N0. REVISION �, �� R —JN. Plannin Buildi ic.[ `-r "'m' STORM DRAINAGE TRENCH SECTIONS 24 °" 26 rn to m N cV U) 60' DIA. CONC. SD (72' DIA. O.D. PIPE) . (79' DIA. KNOCKOUT) I.E. 13.47 (FUTURE) s t/ FUTURE 72" DIA. CONC. SD J (86" DIA. O.D. PIPE) (93" DIA. KNOCKOUT) LE. 12.47 PROVIDE KNOCKOUT ONLY 60" DIA. CONC. SD - (72" DIA O.D. PIPE) (79' DIA. KNOCKOUT) I.E. 13.47 0 a N 8'-0" 12' DW CPEP SD - (14.45' DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 FUTURE 72" DIA. CONC. SO J (86" DIA. O.D. PIPE) (93" DIA. KNOCKOUT) I.E. 12.47 PROVIDE KNOCKOUT ONLY EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72' DIA. KNOCKOUT) I.E. 13.47t 60" DIA. CONC. SD (72' DIA. O.D. PIPE) (79' DIA KNOCKOUT) I.E. 13.47 STANDARD SOLID LOCKING RING AND COVER �12" DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20' DIA KNOCKOUT) I.E. 17.00 PLAN oonni E_ 36' DIA. CPEP SD (41.7" DIA. O.D. PIPE) (50" DW KNOCKOUT) I.E. 13.96 0 _ I 0 N 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79' DIA. KNOCKOUT) I.E. 13.67 12' DIN. CPEP SD (14.45" DiA. O.D. PIPE) (20' DIA. KNOCKOUT) I.E. 14.80 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4' MIN., 16' MAX. HEIGHT 12" DIA CPEP SD - (14.45" DIA. O.D. PIPE) RIM EL (20' DIA. KNOCKOUT) 23.40 60" DIA. CONC. SD I.E. 14.80 T.O.S. (72' DIA O.D. PIPE) 21.93 36' DIA CPEP SD - (79' DIA. KNOCKOUT) (41.7' DIA. O.D. PIPE) I.E. 13.47 (50' DIA. KNOCKOUT) I.E. 13.96 .O.S. STORM DRAINAGE VAULT NO. 1 NORTH/SOUTH � STA. 1+50 4 8' W x 24' L x 9'-6" H PANEL VAULT (INSIDE DIMENSIONS) SCALE: 1 /4'=1'-0' 60' DIA. CONC. SD (72' DIA. O.D. PIPE) (79' DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30' DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 �- STANDARD SOLID LOCKING RING AND COVER _EXIST 21" DIA. CONC. SD (27" DIA. O.D. PIPE) r (34" DIA. KNOCKOUT) I.E. 18.3f I;1w-P►1 EXIST. 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (34" DIA. KNOCKOUT) I.E. 18.3t RIM EL t 24.65 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4' MIN., 16' MAX. HEIGHT 60' DIA. CONC. SD (72' DIA. O.D. PIPE) (79' DIA. KNOCKOUT) I.E. 13.67 EXIST. 54" DIA. CONC. SD L ' 12'67 EXIST. 24' DIA. CONC. SD (65" DIA. O.D. PIPE) 60' DIA. CONC. SD (30" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) (72' DIA. O.D. PIPE) I.E. 13.47t (79" DIA. KNOCKOUT) PROFILEI.E. 15.86 KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO.2 NORTH/SOUTH e STA. 5 8' W x 20' L x 9'-6" H PANEL VAULT (INSIDE DIMENSIONS) SCALE: 1/4'=1'-0" 12" DIA. CPEP SD (FUTURE) (14.45" DIA. O.D. PIPE) (20' DIA KNOCKOUT) �� �-==- FUTURE 48" DIA. CONC. SD I.E. 19.87 (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82t ---- -_- o t 1>0 DIA. CPEP SD 60" DIA. CONC. SD 8'_0' (21.2" DIA. O.D. PIPE) (72" DIA. O.D. PIPE) (27" DIN. KNOCKOUT) (79" DIA. KNOCKOUT) I.E. 17.70 I.E. 14.45 STANDARD SOLID LOCKING r RING AND COVER 36" DIA. CPEP SD (41.7' DIA O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 PLAN FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) 12' DIA. CPEP SD (66" DIA. KNOCKOUT) (14.45' DIA. O.D. PIPE) I.E. 14.45 (EST.) (20" DIA KNOCKOUT) PROVIDE KNOCKOUT ONLY I.E. 19.87 INSTALL ADJUSTMENT RIM EL. RINGS AS NECESSARY, 4' EXIST. 24" DIA. CONC. SO (30" DIA. O.D. PIPE) 24.501' T.O.S. 23.13 MIN., 16' MAX. HEIGHT (36" DIA. KNOCKOUT) 18' DIA. CPEP SD I.E. 18.82t`(21.2" O DIA. O.D. PIPE) / (27" DIA. KNOCKOUT) I.E. 17.70 0 .e 60" DIA. CONC. SD \-36' DIA. CPEP SD (72' DIA. O.D. PIPE) (41.7' DIA. O.D. PIPE) (79' DIA. KNOCKOUT) (50' DIA KNOCKOUT) I.E. 14.45 PROFILE I.E. 14.45 STORM DRAINAGE VAULT NO.3 e NORTH/SOUTH q STA. 25+57 11 8' W x 18' L x 8'-8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY NO.818-8LA OR EQUAL SCALE: 1 /4"=1'-O' 8 .+ ••o� GENERAL VAULT CONSTRUCTION NOTES • 1. 1' MIN. SPACING REQ'D BETWEEN KNOCKOUTS. o„?�• :oee 2. SEE SPECIFICATIONS FOR DESIGN AND or °d10KAt CONSTRUCTION REQUIREMENTS owNEs�-ix-sm+ S.T... CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT - - - - 0/,7/03 DRAFT w,M r y BLOBbomn, I� { REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. a1"® � �J DANM CSUlT,NG ENGINEERS '�M.w.Planning/Building/Public works Dept. STORM DRAINAGE VAULT DETAILS aATrtL Vwmcm� NO. REVISION BY DATE APPR f•w seat aw-er, K.E. 25 °" 26 EROSION/SEDIMENTATION CONTROL NOTES rn rn 1. CONTRACTOR SHALL SUBMIT TEMPORARY WATER POLLUTION/EROSION CONTROL PLAN PER THE CONTRACT SPECIFICATIONS. N 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. ri N 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES SHALL BE IN OPERATION PRIOR TO LAND CLEARING AND/OR d OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. S. 7TH ST ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT STATIONING LINE PROPOSED I U) CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE STORM I I IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE PPE ( THE RESPONSIBILITY OF THE CONTRACTOR. 1 l 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM I 1 REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS UNEXPECTED OR I 1 l SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION I CATCH BASIN CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING TYPE 1 THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND I ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. CATCH BASIN -",,--,+I 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE TYPE 2 WITH FLAT TOP + CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, + CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT—OF—WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM .F. DRAINAGE SYSTEM. CENTER OF GRATE OR ROUND LID- STRUCTURE S 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING I FROM CURB: ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR WHEEL PATH WHERE FEASIBLE A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION LID STRUCTURE SET AT CURB: HAS PASSED. CENTER OF GRATE OR ROUND VANED GRATE SHALL BE SET FLUSH WITH CURB FLOWLINE. 8. DURING CONSTRUCTION, STORM DRAIN INLETS SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER I ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. WHEEL PATH WHERE FEASIBLE 9. FROM APRIL 1 TO SEPTEMBER 30, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS. FACE OF CURB (EOC): OFFSET SHOWN ON PLAN AND PROFILE SHEETS, FROM OCTOBER 1 TO MARCH 31, NO DISTURBED SOIL SHALL REMAIN UNSTABIUZED FOR MORE THAN TWO DAYS. MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FILL AND TOPSOIL MATERIAL FROM RAINFALL FAILURE TO DO THIS MAY RESULT IN REMOVAL AND REPLACEMENT OF SATURATED MATERIAL AT NO COST TO THE OWNER. ANY COST ASSOCIATED WITH DELAY IN WORK CAUSED BY SUCH REMOVAL AND REPLACEMENT SHALL BE AT NO COST TO THE OWNER. NOTES: 1. REMOVE CATCH BASIN GRATING. 2. CLEAN DIRT AND DEBRIS FROM GRATING LEDGE. 3. LAY THE CATCH BASIN INSERT INSIDE THE BASIN 4. REPLACE THE GRATING, PINCHING THE INSERT FABRIC BETWEEN THE GRATING AND THE CATCH BASIN FRAME. 5. CUT OFF THE EXCESS FABRIC OFF WITH A BLADE KNIFE. A 3 TO 5 INCH WIDE STRIP OF FABRIC SHOULD BE LEFT AROUND THE OUTSIDE OF THE GRATING IF THE INSERT IS TO BE USED MORE THAN ONCE. • z1o� e ��Or°isis 97aNAL DPRER 7-12-20D/ Cry 8� Oebo�e, I,1z� CONSL&TING ENGINEERS �m cnai .vwi ,or, uirc na mrni;. vwv0rcro, ro°r aeu awoW ��waTA�w4! ELAN FILTER FABRIC RETRIEVAL STRAP OVERFLOW TO BYPASS PEAK STORM VOLUMES FILTER FABRIC CATCH BASIN INSERT FOR SEDIMENT ONLY NOT TO SCALE DRAFT mom WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE FRAME k GRATE IN CURB FLOWLINE w z 3 EXISTING ASP-Al-T i PAVEMENT ti EXSTING CRUSHEC S1 RAC NG TOP COARSE CATCH BASIN OFFSET DETAIL NOT TO SCALE CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 MATCH EXISTING PAVEMENT SEAL JOINT WITH HOT PAVING ASPHALT (AR 4000W) AND APPLY SAND BLANKET. NEW ASPHALT CONCRETE CL "B" 'FIRM AND UNYIELDING SUBGRADE CRUSHED SURFACING TOP COURSE. BUTT JOINT DETAIL NOT TO SCALE J.N. NO. REVISION BY DATErlW�M� K.E 16' MAX. 4" MIN. STANDARD FRAME AND GRATE OR RING AND COVER AS NOTED PER PLANS 20"x24" OR RISER AND CONCRETE 24" DIA. ADJUSTMENT SECTION CURB FLAT SLAB COVER 48' DIA --" ��� EPDXY AREA do MANHOLE ii� GRAFT WITH GUNITE PER RENTON /� MIX STANDARD I \� DETAIL B027. I I I NO CONNECTION ALLOWED BETWEEN SPRINGLINE AND I 6' ABOVE EPDXY AREA IF 60' DIA. CONCRETE NECESSARY, FIELD ADJUST PIPE f, LATERAL STORM PIPE CONNECTIONS ONCE TEE TOP SET. PROFILE NOTES: 1. CLASS 5000 CONCRETE GRAFT 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—#6 ® SPRINGLINE FULL LENGTH BOTH SIDES �W 60" DIA CONCRETE PIPE PLAN TYPICAL TEE TOP ACCESS RISER NOT TO SCALE CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. e f DATUM vL Planning/Building/Public Work3 Dept. DETAILS - TEMPORARY EROSION AND SEDIMENT CONTROL, AND MISCELLANEOUS DETAILS D126 m 10/17/03 26 _.26 rn Ln rn N N >CL U7 6 E IL Ln s N O K) O N O H O a J F W Q P3y5L3 Ll SW 7TH ST. RAW W Lt =16.3' L4 1860 L4 166.0 — L1 =16.3' II SW 7TH ST. L3133.5' 056.6' l r L2125.1' Ls 491 f L2 7 L1 114.0' L4 37.6' 1 _- 221 P32 P31 P / / / P23 P25 .t - ao' L1 ' L3 3fLe L2 L4 P26 S 7TH ST. CITY OF RENTON DEPARTMENT OF FLANM0/8UII.DD40 A PUBLIC WORM TRAFFIC SIGNAL LOOPS RAINIER AVE. 8 & 8/8W 7TH 8T. ate+ aH DATE My IF. FL! RAM ICU-063 CRAW eGVCAO CHECKM is �A« 1"=30' APPROVM - - SHM, OF. NOTES: 1. TRAFFIC SIGNAL LOOP DIAGRAMS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING TRAFFIC SIGNAL LOOPS AND APPURTENANCES PRIOR TO REMOVAL AND RELOCATION/REPLACEMENT OF THOSE FACILITIES. 2. ALL DISTURBED AND/OR RELOCATED TRAFFIC SIGNAL LOOPS SHALL BE REPLACED PER WSDOT NORTHWEST REGION STANDARD DRAWINGS AS FOUND IN THE SPECIFICATIONS. 3. ALL TEMPORARY/PERMANENT SIGNAUZATION REVISIONS SHALL BE APPROVED BY THE CITY OF RENTON PRIOR TO ANY TRAFFIC SIGNAL LOOP CONSTRUCTION. eosin S.T. u sang ,a® .,":°w.�a CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT DRAFT M.. e... Jµ -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. DATUM `�M.W. ~ Planning/BuilQng/Public works Dept. DETAILS - TRAFFIC SIGNAL LOOP NO. REVISION BY DATE APPR I itc SCHEMATICS AND DETAILS C, . �1�¢Y I CITY OF RENTON ( a APPLICATION FOR SEWER SERVICE Date....... _.J d 11 u d ry.......... 2 5...................................1 19.... 73........... Bob Edwards 1 ... _...... _...... _....... hereby make application for Sewer Service for the premises located at No. 100 S.W. 7th Northwest corner of onLot No.. ....... _....._... Block No ................. Addition.................................................................... � Cn� or property description: ...................nth W & . ........................................................ The Sewer is to be used for ................................... _................ Gl�CCla1ercial............. purposes, I and .............. _........... agree to pay the rates now or hereafter in effect for such service i and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed.............................................. _..................................................... I oQ I Sizeof Pipe ....... _.._......_...... ...._.......... ....:........... Kind...-4,, .1%_r...l ...... .................._... Sewer laid by_._.._.._...._..... ...�.._.Tt?lU..ZQdCC ........... _............. _. Date .... Sewer turned i�, r, / _.... .... _......_... 74 6,�(6 V3Y ®r,!-T %8t D i c.o.4s T /00 N G X6 wYq / SW 7nN Sr S f�QlAC6 �X C'o Jtrz CD FrG;MB .5 o4mp GE 4,� J �'t P 6X6zvyEFt/TUe�coe.�.v, Sg L)C M-1 AJ Ei! GUtB � Q /� 7 TD/ ST CITY OF RENTON APPLICATION FOR SEWER SERVICE 1:7 ........................................................ 19... .......... hereby make application for Sewer Service for the premises located at No, A.5 ...... . . .... T. .............................. ......... ............... -on r,ot No ..................... Block No................. Addition ...................................................................... orproperty, description: ........... . .................................. . ............ I ............................ ................. . .. . ... •The Sewer is to be used for ... (WO ....... j� ................... purposes, and ..............._...........agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed.. . ...................... . ................... ..... . . ........... ........... ......... Size of Pipe......---.- .......... . ... . . . ........... ....... . ........ ..... Sewer laid ............. 7 . ......................... Date . . ...... . ... Sewer turned 1--1A Av 14 o e7l 5;i 10 0 14 .. .... .. 01-7 61- 590 coNn wmwwwwn ii-s CATCH WIN PER A.P.Ma. 7. ITAMDARD ftAK NO. 64 CITY OFINENTOW ENOINCERING DEPT. It. CM,. CONST. it" PAL.. RIM.20.4 Iffy. OUT , ILI, OFIEAU INTEItCEPTOR lmv.11,1-10.7 INV.OVT-IILS r- ml 0 OL fjov.-SO.G. 10.6 (Ell EL. 814 CONST a., tolls 14A Gil C. T I IA -9XIfT. w to.48 -.w - JO -s- 5- L-3 -7 -/- t, 5- -r- R E N..T'O-' CITY N APPLICATION FOR SEWER SERVICE Date ..... j.me 7 Bob7Uwards hereby Make -application for Sewer Service for the premises located at S.W. 7th Street.._..........._.........._................................................................ onLot Block No........_....... Addition .................. . ....... ....................... . .. . ...... . ... or, property description:description attached t permit ..-..-..-..-.. --comneial c.: The Sewer Is to be used for-- - --------- - --- I --------- -- ... . ... purposes, and..._.._......_. _.._. agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Igned A4 &.y .. . ...... . .. .... . .. . ... O Sizeof pipc. ................................................... Routle Sewer. had ... . ...... . .. . ...... % . . . . ...... . .. . .. . . . .......... . .......... . . Am.._... Sewer. turned in.....4.rJ.Q_m.Z�.... ................ .... .. ....... .... 0, At_ i3L.D <., 1� 7 4-5; 9%, 3 "C>C--sa V CITY OF RENTON --� APPLICATION FOR SEWER SERVICE 0-� C _ Mate..................:�..7..........(�T��.".............................1>p=> ......... ..................../........hereby make application for Se er Service for the premises located at No..........1 ... =..!3 / ....... 7...� .................................. ..................................... onLot No ........ ...._....... Block No ................. Addition.................................................................. or property description:........ ..... ............................. ......... �................ The Sewer is to be used for.........:........:.........................................................................Purposes, -44 and............................agree to pay the rates now or hereafter in effect for such service �o and comply with all the rules and regulations as set forth in Ordinance to be adopted 8 regarding the use of such service and the care of plumbing fixtures. Signed .......... .............. .....?... � ..... .. ` Sizeof Pipe........... ......... ind........ C ............................. .................................................... Sewerlaid by...- ..................... ............... _......................... Date..,7/?� ......1............. Sewer turned in ....................................................... _.........._....... Y I � IZ" a I 9= l o 64 tons• aye i„tu 1,c4t ycv+cr � :e � t � e 3• our j'-141-- i c.c. Fryf / 14� in Se is \cam c f 1. 45- bend 6. Y f Z- 452 b-AS Goo Lays•$ � vlds�ebcL�'�p�eta I `"'^ M I I w �1tJq{iur.� fW, 7' St 0075�192 CITY OF RENTON APPLICATION FOR SEWER SERVICE Date...................... ... ..... I ...... a ................................... IlkyA� 1 avo--4 ....... 7here y make application for stMe Service for the premises located at 4 ................. .............................................. No. ...... Z;201.�5 ......... sw ........ ?. on Lot No ................. Block No..._------....... Addition ............................................................ RJ WI or property description: ........................................... r The Sewer is to be used for..... --,4- W-5&u Poses, and ........................ agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding .the use of such service and the care of plumbing fixtures. 1Z) -W Signed.................................................................................................... LSize of Pipe ............ . ........ Kind ........... ........................................................... Sewer laid by.O-UA ...................... Gal? Date.............................................. Sewer turned in..............._.............._........ ........................ C0"c. k", c_ z—� ......... . . w� � ` I 01 7 c*.. 243 CITY OF RENTON APPLICATION FOR SEWER SERVICE Late..... 11.--1-3 .... . ......................................... ...... ...........................hereby make application for ewer Service for the premises located at No. .............................................................................. onLot No........_........... Block No ................. Addition .................................................................... Fj or property description....7-4. — 7��. .... ..................... 7.. The Sewer is to be used for......... . ........ .... ........ ..............................purposes, and. .. . .......... . ........... agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed..% .... 0 / .. ..... 68.0 Sizeof Pipe ............................. Kind ...... ..... ...... ......................... Sewerlaid by ... ; K-0--hri . . . ..................... .4 ... ........................... .. . ......................... . ...... ... . .. .......... . ....... Date. ............. Sewer t ed ..... L 251 0 0 7514 0 CITY OF RENTON APPLICATION FOR SEWER SERVICE Date.... . . .......................................................... 19.1,o .......... -C . . . .. . .......... . ....... hereby make application for Sewer Service for the premises located at No. ....... .............................. on Lot No................... Block No ................. Addition............................. or property description:.................. ......... . .............. . .................. . ....... �j The Sewer Is to be used PUawses, ....... I ............................. and............................agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of suchserviceand the care of plumbing fixtures. Slgned.� . .... . 7 Size of Pipe.!��"' .. . ........... Kind ................ ........................ . ...... . ... Sewerd .. .. . ..... �.. 4 ...... lal by...)KC.— )KC.—U-4 2. ...... .......... . .............. . ......... 00 Date.% ... U., i" (F 0 Sewer turned in ................ Z ... ....................................... .... ....... I CITY OF RENTON APPLICATION FOR SEWER SERVICE Date.................. . .................... �_c .................... 19.1'� ........ ... . .....hereby make application for Sewer Service for the premises located at NO. ............ V.Aa.. ........................................................................ on Lot No . ...... . .. . ....... Block No ................. Addition .... ...... or property description:.zk—'9 .... ...... ... ............................. ...... . ........ The Sewer Is to be used for ..... CIL15 ... ................................... purposes, and..............._...........agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. if Signed ......... 9��- 1: ........ ................................. . ... Size of Pipe........... 6_.........................................Kind....... Sewer laid Date ..... .......... Sewer turned in........... ............................... ...... CO. tort IgIzzly r*j & I tj C? T Igo Wff S1t)K-116 ---------- CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 15, 2004 TO: Dave Christensen, Wastewater Utility Section FROM: Allen Quynn / SUBJECT: SW 7`h Street Drainage Improvement Project Phase II — Lind Ave. SW to Morris Ave. S. 95% Desiizn Plans Enclosed please find a half size set of the 95% design drawings for the SW 7th Street Drainage Improvement Project Phase II — Lind Ave. SW to Morris Ave. S. These plans reflect comments from the last design team meeting. Please have your staff review and provide any comments by the close of business Friday, January 23. At this point there should be minimal issues to address so I anticipate the review to go quickly. Let me know if you would like to review the draft special provisions and I will forward you a copy. Please call me if you have any questions at ext. 7247. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\Phase 1I Construction\1101 Design\95% review memo sewer.doc\cor m LO N co co S.W. 7TH STREET PHASE 2 - CITY OF RENTON DRAINAGE IMPROVEMENT PROJECT LIND AVE. SW. TO MORRIS AVE. S. PROJECT SWP - 27-2959 SW 7TH ST. 01 I IfE`i 'I S. 7TH ST. i Z SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 i'r //SHEET 19 SHEET 10 / 1 SHEET LAYOUT 6 SHEET `1 1 SHEET 1 — — — — — — �-" I / / Emu 1�C_-.I u EEIETml WHATCOM T\ PEN D SCALE: 1 "=120'A No OKANOGAN T RY ) OREILL �+ SKAGIT / In s�if1� No STEVEN I 6. SW 7TH 3T CLALLAM - SNOHOMISH $ TH ...9T O ri/—� � JEFFERSOPHASEO + CHELAN N TTLE / (BY 4 S4ANE m 7 DOUGLPS f E � LINCOLN I h III MASON RENTO SPOKANE GRAYS KING GRANT LINE DISCLAIMER HARBOR KITTITAS OLYM IA r PIERCE ADAMS VJHITMAN I 4 TH P,STON �� maeua: Informno(Im ono t honreon ye b.aed on 1 orlon and ora only pp—im.t.. Y PACIFIC LEWIS A I l FRANKJN ARFIELO LJ� WAHKIAKUM YAKIMA COLUMBIA WLI TZ SKAMANIA SENT ON WALLA WALLA ASOTIN KLICKITAT I ' — — — — — E 'I ARK f J� TA l I— 405 boo"o�sw� VICINITY MAP AL `�Gl} NOT TO SCALE LOCATION MAP OT,�, 7-12-�, SCALE: 1"=500' D- 2 9 5 9 0 1 _ _ anc S.T. 40MN "� "° "' CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1/13/04 DRAFT M.W. G�.y & 0eboraaa IrR EN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. 7is J.N. .0 a""` CONSULTING ENGINEERS °�O�Mw Planning/Building/Public Works Dept. ww , �. COVER, VICINITY & LOCATION MAPS tt�n�c 'O1 °f:"�''K'""''a"" S1IIT Y0°, v�wpa;ro� selw att, ze�NO. REVISION BY DATE APPR K.E. aaxn 1 "' 27 - 0) SYMBOL LEGEND LO ABBREVIATIONS ABBREVIATIONS N ABND ABANDONED) EXISTING PROPOSED DESCRIPTION AC ASBESTOS CEMENT PIPE REQD REQUIRED INDEX N ADJ ADJUST R W RIGHT-OF-WAY ALT ALTERNATE S SLOPE O_ ALUM ALUMINUM S SOUTH O FERNCO COUPLING SHEET NO. DESCRIPTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE SCH SCHEDULE 1 COVER, VICINITY &LOCATION MAPS (q ASPH ASPHALT SF SQUARE FEET POLE WITH GUY WIRE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS SHT SHEET 2 SYMBOL LEGEND, ABBREVIATIONS, INDEX ASSY ASSEMBLY SPECS SPECIFICATIONS AVE AVENUE SQ SQUARE POWER / TELEPHONE / GUY POLE AND GENERAL CONSTRUCTION NOTES BF BLIND FLANGE SSCO SANITARY SEWER CLEANOUT BLDG BUILDING SSMH SANITARY SEWER MANHOLE 0 i7 LUMINAIRE 3 SURVEY CONTROL TABLE AND MAP BLK BLOCK STA STATION 4-12 STORM DRAINAGE IMPROVEMENT PLAN & PROFILE BO BLOW OFF STD STANDARD 9 YARD LIGHT CTR CENTER TC TOP OF CURB 13-14 LATERAL STORM DRAINAGE IMPROVEMENT PROFILES CAP CORRUGATED ALUMINUM PIPE TEL TELEPHONE ® JUNCTION BOX (AS NOTED) CB CATCH BASIN TESC TEMPORARY EROSION & SEDIMENT CONTROL 15 SANITARY SEWER PLAN AND PROFILE CI CAST IRON THIRD THREADED GATE VALVE 16 DETAILS OF CATCH BASINS WITH ENCASED SANITARY SEWER CENTER LINE THRU THROUGH R CLEARANCE T.O.S. TOP OF SLAB BUTTERFLY VALVE 17-20 STREET RESTORATION PLAN CMP CORRUGATED METAL PIPE TYP TYPICAL CO CLEANOUT LINK UNKNOWN ® WATER METER 21 S.W. 7TH STREET CHANNEJZATION CONC CONCRETE VERT VERTICAL FIRE HYDRANT CONN CONNECTION W WEST � 22-23 TYPICAL STREET CROSS SECTIONS CONTR CONTRACTOR W/ WITH p REDUCER 24 TYPICAL STREET CROSS SECTIONS & STORM DRAINAGE TRENCH SECTIONS CONT CONTINUOUS W/O WITHOUT CPEP CORRUGATED POLYETHYLENE PIPE WTR WATER a THRUST BLOCK 25 STORM DRAINAGE VAULT DETAILS CPLG COUPLING 26 DETAILS - TEMPORARY SEDIMENT AND EROSION CONTROL, AND CY CUBIC YARD SYMBOL LEGEND CONT CONTINUED TRANSITION COUPLING OR MISCELLANEOUS DETAILS CL CLASS EXISTING PROPOSED DESCRIPTION FLANGE COUPLING ADAPTER 27 TRAFFIC SIGNAL LOOP SCHEMATIC DRAWINGS CF CUBIC FEET CFS CUBIC EEFEET CPER SECOND ] 7 CAP/PLUG B� BUCTILE IRO CURB CURB & GUTTER p BLOW -OFF DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION "e ASPHALT PAVEMENT © WELL DIM DIMENSION DDWGS DRAWING(S)D.1 ;<, GRAVEL SURFACING o MAIL BOX (NOTED) EOA EDGE OF ASPHALT GENERAL CONSTRUCTION NOTES EE EACHAST CONCRETE SURFACING a SIGN EL ELEVATION 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED EL ELBOW CONCRETE SIDEWALK GRATES EXCEPT WHERE NOTED ON THE PLANS ELEC ELECTRICAL _TT EMBANKMENT EST ESTIMATED 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL EXIST FORCE MAIN — — — — RIGHT-OF-WAY LINE HAVE FLAT TOPS FIG FIGURE CENTERLINE OF ROADWAY ED 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, FIN FINISHED — - — — - — TREE (CONIFER) IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES FL FLANGE FT FEET — - - — PROPERTY LINE FO FIBER OPTIC NOTED 4. ALL PROPOSED STORM PIPE CONNECTIONS INTO PROPOSED FOC FACE OF CURB PERMANENT EASEMENT LINE lnJ( TREE (DECIDUOUS) CATCH BASINS SHALL BE FITTED WITH AN "A-LOK" GA GAUGE GALV GALVANIZED — — — — TEMPORARY EASEMENT LINE FLEXIBLE CONNECTOR OR EQUIVALENT. SEE GI GALVANIZED IRON SPECIFICATIONS. GV GATE VALVE - - - 10 --- CONTOUR LINE Q SHRUBS HOPE HIGH DENSITY POLYETHYLENE PIPE 5. CONSTRUCTION WORK HOURS BETWEEN LINO AVENUE S.W. (STA. ID INSIDE DIAMETER TV BURIED CABLE TV 1+13) AND STA. 7+25 SHALL BE FROM 7:00 PM TO 6:30 AM. IE INVERT ELEVATION CONSTRUCTION WORK HOURS BETWEEN STA. 7+25 AND EAST OF INV INVERT FO— BURIED FIBER OPTIC BUILDINGS RAINIER AVE. S. (STA. 21+00) SHALL BE FROM 9:00 PM TO 6:30 L LENGTH P BURIED POWER INCH AM. CONSTRUCTION WORK HOURS BETWEEN STA. 21+00 AND LB POUND BURIED TELEPHONE ROCK WALL MORRIS AVE. S. (STA. 32+00) SHALL BE FROM 7:00 AM TO 3:30 LF LINEAR FEET T PM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES MAX MAXIMUM W W WATER MAIN (SIZE AS NOTED) ® ELEVATION POINT CLEARED FROM THE ROADWAY BY 6:30 AM FOR NIGHT MFR MANUFACTURER OPERATIONS AND 3:30 FOR DAY OPERATIONS. MH MANHOLE MIN MINIMUM G GAS MAIN ® BORING AND TEST PIT LOCATIONS MJ MECHANICAL JOINT IRRIGATION LINE 6. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES MISC MISCELLANEOUS ® MONUMENT OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE. NO NORTH UM ER S - SANITARY SEWER NTS NOT TO SCALE SD SD o ANGLE POINT / CONTROL POINT OC ON CENTER STORM DRAIN (DIA. < 18") OD OUTSIDE DIAMETER SD SD BENCH MARK PI POINT OF INTERSECTION STORM DRAIN (DIA. >= 18") PP POWER POLE E' 'x=y= �Y UTILITY NOTE: PVI POINT OF VERTICAL INTERSECTION DETAIL NUMBER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PE PLAIN END F— SANITARY SEWER FORCE MAIN THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING PERF PERFORATED 1 UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PVC POLYVINYL CHLORIDE ti -- DITCH REFERENCE SHEET PLANS OR NOT, BY POTHOLING THE UTILITIES AND PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT �— CULVERT (SIZE &TYPE AS NOTED) SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR D PC POINT OF CURVATURE —< TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS PT POINT of TANGENCY ARE BASED UPON THE AVAILABLE INFORMATION AND ARE QTY QUANTITY *—x—K FENCE (TYPE AS NOTED) R RADIUS SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE REf RETAINING FENCE (WITH GATE) CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RR RAILROAD- RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH RED REDUCER TELEPHONE VAULT CONSTRUCTION. REINF REINFORCE F7T © POWER VAULT TELEPHONE MANHOLE 4� o p SANITARY SEWER MANHOLE by o CLEANOUT o 4 21M8 o e4 �E9y�ONAL � c,� ❑ 13 TYPE 1 CATCH BASIN OR CURB INLET E�IR6: z-iz-zoa 0 01 TYPE 2 CATCH BASIN D- 12 19 1) CD 12 .T. CITY OF 1/13/04 -MA S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT ,umoun DRAFT °"" REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. J.N. yCONSULTING ENGINEERS —M M.W. F-" -� DATUM Planning/Building/Public Works Dept. SYMBOL LEGEND, ABBREVIATIONS, INDEX - vw . ", m NO. REVISION BY DATE APPR �- E AND GENERAL CONSTRUCTION NOTES : 2 or: 27 v rn L0 rn N r- N Q_ HORIZONTALNERTICAL CONTROL TABLE CONTROL POINT COORDINATE8 VERTICAL NORTHINQ Time WAVATI N DESCRIPTION 100 174578.0160 I 1296679.7288 27.63 SET SCRIBE IN SIDEWALK AT NE CORNER OF LIND AVE SW AND SW GRADY WAY AT 6.8' NNW OF TRAFFIC LIGHT POLE AT NE QUADRANT OF INTERSECTION 101 174910.8610 1296683.6903 22.02 SET NAIL AND TACK AT 3.0' EAST OF EAST BACK OF WALL AND 0.5' NORTH OF CONCRETE CURB AT.900 LIND AVE. 102 175869.6353 1296712.6779 23.47 FOUND 5/8" REBAR WITH CAP AT SE QUADRANT OF INTERSECTION LIND AVE SW & SW 7TH ST FOUND MONUMENT WITH 1/2" BRASS AND TACK AT THE INTERSECTION OF LIND 103 175910.2860 1296673.5396 22.65 AVE & SW 7TH ST SE T 5/8 REBAR & RED CONTROL CAP AT THE NW CORNER OF ENTRANCE TO 104 175865.5802 1297395.7158 25.71 WALMART AT SW 7TH ST 105 175861.3140 1297971.1926 25.71 SET 5/8" REBAR & RED CONTROL CAP AT THE INTERSECTION OF HARDIE AVE SW & SW 7TH ST 106 175890.9741 1298012.6635 25.24 FOUND 4" SQUARE CONCRETE MONUMENT IN CASE WITH PIN AT THE INTERSECTION OF HARDIE AVE SW & SW 7TH ST 107 175858.5612 1298368.3166 25.82 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT THE SW CORNER OF SW 7TH ST & RAINIER AVE INTERSECTION ON NORTHERLY SIDE OF TRAFFIC ISLAND 108 175888.3833 1298481.3781 26.49 FOUND MONUMENT AT THE INTERSECTION OF RAINIER AVE & SW 7TH ST ***** 109 175862.0813 1298967.9016 24.04 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT THE W ENTRANCE TO SHATTUCK AVE AT SW 7TH ST 110 175859.1716 1299158.9861 24.50 SET LARGE MAG NAIL WITH G&O CONTROL TAG 4.5' NORTH OF STOP SIGN AT THE SE QUADRANT OF INTERSECTION SW 7TH ST & SHATTUCK AVE SET LARGE MAG NAIL WITH G&O CONTROL TAG 4.6' SW OF 20' TALL PHONE 111 175855.9858 1299470.8724 25.48 POLE NEAR BANKER REBUILD & TOWING BUILDING 112 176367.4684 1299156.6462 25.67 FOUND 4" SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH PUNCH AT THE INTERSECTION OF SHATTUCK AND S 6TH ST. 113 176353.9719 1299788.5638 27.24 MONUMENT, TACK IN CONCRETE AT THE INTERSECTION OF MORRIS AVE S & S 6TH ST DOWN 0.45' 114 176346.7311 1300104.3658 27.20 FOUND CONCRETE MONUMENT WITH LEAD PLUG & BRASS TACK AT THE INTERSECTION OF S 6TH ST & SMITHERS AVE, DOWN 1.56 DEEP 115 176340.0596 1300395.3281 29.57 FOUND CONCRETE MONUMENT WITH 2" BRASS DISK WITH PUNCH, IS WESTERLY MONUMENT AT INTERSECTION 6TH & BURNETT AVE S 116 176339.9188 1300400.5115 29.54 FOUND 5" SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH NO MARK. EASTERLY MONUMENT AT S 6TH & BURNETT 117 175880.3245 1300094.1636 25.75 FOUND 3" BRASS IN CONCRETE WITH 'V". WESTERLY MONUMENT AT SW 7TH ST & SMITHERS AVE 118 175880.2709 1300104.2553 26.38 FOUND 4" SQUARE CONCRETE MONUMENT WITH 2" BRASS WITH PUNCH. EASTERLY MONUMENT OF SW 7TH ST & SMITHERS 119 175815.0849 1300102.5054 26.61 FOUND 4" SQUARE CONCRETE MONUMENT WITH LEAD PLUG & TACK AT POINT OF CURVATURE HEADING SOUTH FROM SW 7TH ST ON SMITHERS AVE. 120 175867.2373 1300079.8458 26.49 SET LARGE MAG NAIL WITH G&O CONTROL TAG AT 4' SOUTH OF BUTTON LINE EAST BOUND LANE AT 15' E OF EAST BOUND STOP SIGN 121 175851.6784 1299744.8319 26.06 SET LARGE MAG NAIL WITH G&O CONTROL TAG IN FIRE LANE OF WEST EDGE OF PARKING LOT AT SW 7TH ST & HARRIS AVE 122 175885.1003 1299146.0720 24.38 FOUND 2" BRASS IN CONCRETE WITH PUNCH DOWN 0.5' AT INTERSECTION OF SHATTUCK AVE & SW 7TH ST SET NAIL AND TACK WITH G&O CONTROL TAG IN CRACK OF SIDEWALK AT 1.25' 123 175958.7336 1295980.9323 23.06 SOUTH OF WEST EDGE OF WALK, 8.5' NORTHEAST OF LUMINAIRE POLE 124 175967,2009 1295417.5061 22.68 SET 5/8" REBAR WITH RED CONTROL CAP G&O CONTROL AT 1' NORTH OF SOUTH EDGE OF WALK AT ANGLE POINT FOUND 3" BRASS SURFACE MONUMENT AT 1.7' EAST OF EASTERLY TRACK OF 125 175925.9185 1295615.2610 23.32 RAILROAD TRACKS FOUND 4" SQUARE CONCRETE MONUMENT WITH 1/2" BRASS PIN WITH PUNCH 126 175933.1707 1295376.6287 22.07 DOWN 0.85' AT INTERSECTION OF THOMAS AVE AND SW 7TH ST 127 175988.0183 1294748.9500 21.42 SET SCRIBE IN SIDEWALK AT POWELL AVE SW AND SW 7TH ST AT 4.6' NW OF FLOWLINE AT NW QUADRANT OF INTERSECTION 128 175951.3095 1294791.0782 20.94 FOUND 4" SQUARE CONCRETE MONUMENT WITH 1/2" BRASS PIN WITH PUNCH DOWN 1.0' AT INTERSECTION OF POWELL AVE SW AND SW 7TH ST CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1ST CLASS NAVD 1988 HORIZONTAL CONTROL DATUM GOC�cr '�eTrip 2ND ORDER, 1ST CLASS NAVD 191 COORDINATES) (STATE PLAN COORDINATES) STREET STATIONING ON S.W. 7TH STREET BEGINS STA. 1+00 AT r Ieaw o INTERSECTION OF S.W. 7TH STREET AND LIND AVENUE. 'Wet tet>fl oawEs iz-i-zoos CONTROL POINTS USED: CITY OF RENTON CONTROL NETWORK MONUMENTS NUMBERS 1854, 60, AND 1898. i STA. 0+00 N 175910.29 -... -- -- --- - - -- -- -- -- - -- - E 1296573.54 - - - - - -- -- - -- -- - -- -- S 89'09'13" E ----- Y - -- -- -- N0. 125 MON. PT. NO. 103 SW. 7TH STREET STA. 1+00 _l y Z I I J Ia , 3 I Ld ' i : t i i S 89'09'13" E S 89'41'00" E S Rw&Vni" r - - - - - -- - - -- - SW. 7TH STREET MON. PTJ NO.106 MON. PT. NO.108 M STA. 14+'39.26 STA. 19+07.98 ST W - - =' - N0. 112 MON. PT. MON. i PT. MON. PT . ® -- - - - -- --1 -1I- --- -- 0. 113 -- -- - -: - NO 11 NO. 115 - -- - - I - In > -- - - - i --- -W - - W! - ---- -� --- ! , - fie I / y - - y' - _ --- -- -- _ f� i i - 40 I i - QZ , S 89'42'41" E / STATION LINE ND POW..L-__ -r _ - -- -- MON. PT. N0. 122 S. 7TH! STREET S 89'25'24" E STA. 37+93.06 N 130036 .4 E 1003662 STA. 25+72.68 MON. PT. NO. 117 _% I MON. PT. 10. 118 STA_35+20.78 MON. PT. - NO. 119 STA. 35+30.88 SURVEY CONTROL MAP SCALE: 1 "=100' BASE SURVEY CERTIFICATION S.T. "w.e'T»+ I/t3/oa I HEREBY CERTIFY THg T HO IZ TND VERTICAL LOCATIONS �� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT /1 i}yL�uq li`j j MW � REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. OF THE TOPOGRAPHIC U EREON ARE THE RESULT jy�y $LOe � Inp OF A SURVEY MADE Y DIRECTION. jwNI CONSULTING ENGINEERS -M'w; wrort.w Planning/Building/Public Works Dept. SURVEY CONTROL TABLE AND MAP ,a Xm Av ru =u zoo wu .aam•cr �"-, .-^, - - a Y - SCOTT L. THOMAS L.S. 16930 DATE: 12 16 03 NO. REVISION BY DATE APPR '�""� `27 N.E. 3 0) LO a) cV r- N 11 I I FEXIST. `' 16, C3-6 (96•' °".) STORM DRAINAGE NOTES RIM lni 23.i4 EXIS EXIST. I F --- i. Sa" CONC IE 13.4" j EXIST. C9. TYPE I SSri" sz19-u 'A 60" CONC IE 13.aa \ 6YTR MrJ ;4s" C'i^.> 01 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA j RW 22.72 RIM 23.49 I / R!M 2:.?5 E s" C014C IE 19.57 N 8' iE 9.24 NE 6" CONC !E 17.69 \ INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY I ! NW 6" CONC I:. 18.84 SIGN ER SOLUTIONS-� :� :<" CI IE 19.46 SEWER MANHOLE. `III SE 6" CONC IE 19.6% S 5" iE 9. 9 INC.\ S 12" ul !E 19.46 !n j NL'J 8" CONC I`_ lg.g1 •\ \ + �VJ 6" CONC IE ;9.d1 _ 6" 0' IE '�.36 21 c O L s ET R CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH +__ ERRY --S.W.7 — sTRE BASIN DURINGCONSTRUCTION _ --- — — � T \� -�I - 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN F�-( ! rr ; .: •. .� _."-=f�' - —= �-� — ' — — — ---__ — = PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM )AAFAz<+tPc z� _ --�L J=f` ' z f ! --1-_ L. r '�-"' �`' "" PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE 3 a s 1A s- ti, ; # Lr I i O F0_MH I PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. ., 0 MI O — CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN n , 60' coSO in r----��•° __ I L —_ .� _��� n/l� 3 - --- --`t �4- CO-0 _0 CB N0. 3' a EXISTING STORM DRAIN PIPE. 5 — g w (5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE z I $ so cONc:;IsD N so CONC SO EfHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE 0+00 I I I 1+00tI cy L1I, x -++�' :+•.s=u5' :..,�-rc,' z `•.r.I:�tt` +� it n VERTICAL SEPARATION IS LESS THAN 6" ITS T - - - - - V7 20' 10' 0 20' 40' © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM I!' MON. PT. I I g CB N0. 2 ! _ 3+00 -I IR2+00 DRAIN PIPE OR SANITARY SEWER. 12" C' W 4tr/ N; � '. �p Q� ILON O NNO.1o3 III vAULT N SHEETE26, Trp. // -� g 07 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL O. 1 s s �--CN y-- i 12 O 12' CI :i' N "I I ✓� -_ _� — i I; \ i 4 _ _ — -- -- — L-- -- SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR �i f -11T d SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. - - —r-I--._. -_ o r{i T _� T �____ _ ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND 9 4_ -T I ! � CONNECT NEW STORM DRAIN. SOIL BORING TEST cp I : ,-�` ,.� - -___� ! 2 PIT (2003 HWA) BH-t �/ it� I+. - No' 1 -i- -:-- c� Q CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE �_. SEE GTY DETAIL �'J r� CB N0. 4 F- j KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE c , BD12, TYP. MAPLE c" v, W T RT T O N T B N STRUCT RE ND P P _Xi& . ARE,, .:ILEI — I - --- MA Le _ ,_ A E IGH C N EC ION ETWEE U A I E. �+'i. ' I `EY:IS.2aRFr.-:�I_�� ��,� --- --- 6"rCONC3!E 2L43 RIBA 2 .5 NW 6" CONG !E 21.58 a :N„ sr,!is CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL H j I I�;; 2 ® SEPARATION BETWEEN CATCH BASIN AND WATER LINE. L! ! I II / SEE CROSS SECTIONO �i Ll L / 1 13 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" EXIST. 4?.E4 INLET I .I I _.II RINI 2 ,vRF., hilt: _ W !--� SEE CROSS SECTION FOR REVIEW BY CITY. RIM 22,73 I > ( •, � . I� (/�; I RIM cr- 13 E 6 CC:NC IEi\I I \J ( v. ._., iiN�. IE L0.9I a I MAPLE Q1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM ( j PIPE PRIOR TO INSTALLATION OF CATCH BASIN. 8 FAP.KING STALLS �\ j Z I , - © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. J I I I CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED '� SOIL LOADING. 17 ® CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE ...................................................................................................................................................................................:.............................................................................................................................................................................................................................................:................... CEMENT CONCRETE FOLLOWING ......... ..........:.........:.........:.........:......... .......... ....... .. ......... :......... .......... ......... :......... .................... .......... .... .. ... ....... ..:..... .......... .... , MESH AND 4,000 PSI 0 LAND .......:............................:.......................................................................... ......... .........:............... .. :.........:.........:.........:.........:.........r......... .........:......... ......... ...... ...,.... .... ....... INSTALLATION OF NEW SD PIPE. ................... ...........................-............................................................................. ... ... ... .........:...................:.........:..... :.........:.........:.........:.........:.........:.........:.........:...... I..;.........:........::.:.: .. .. .. ... ..... CHECKED FOR COMPLIANCE WITH CITY STANDARDS . .:.. ... ..:.. .....:..... ........................................:.........:.........:.............................:..................:.........:.........:...................:..........:.........:.... ... .... .. :.........:.........:.........:.........:...................:...... .............;.........:......: .:....... .:. Q .:. ....:::..: S:::I:.:.:..:::.:.:...::::.:....:::.......:::.:..... ..:: Q::: Q P > Q B+ Date + .......... 0+00 1+00 2+00 3+00 3+40 w BY'---------------- Date'-------- Of w lzy BY----------------Date'-------Oa a W 7TBY----------------Date+-------4I o �, °'eeii UU OV O O O U +iUu�wLU� J NZ I Uo__.____._.._ 1INZ=Z W �+ ; w N w Y= a °' uu U�W uu ZZuuuZ N N 2 2 W O Z N J W---____r_._-_,..-T_ y K n p ..r.. BY'----------------Date'----ZOOU7�� rO Z`-JO a0Y NY Np� �QN nNN SHEET 6 __-7 j IB �� 1D 1�1 12 BYE---------------- Date n,a N[aiaww G aJln tam e- ,. M.-� --., i �. ________ T o N N +` IN B Date, _------- o♦ roes a I + Z N a W W n o w Y'---------------- .erst°> ers•�Gti + v, . e a rn< a a + Z O w w- + O j a Q Y'---------------- Date'-------- ca,omma Ci Jae N m JN,o SHEET LAYOUT B 9rORAL ti Wnnnmmn � XO wnn n j Z /�f Z& Woo 3 � K O W d I N N 0 3 EMRFS: ,-,z_�, V w w W w w,v w w In» I� a W w W a- - 0 a N 83 C W W z V) D 2 5 91014 J _ .T. CITY OF /13/04 DRAFT — M.W. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT L��y �Oebosnn, Imo. N �.a -� R EN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. �� DATUM CONSULTING ENGINEERS ° M,W ' ' Planning/Building/Public Works Dept. � .row "":ate _» �,,,,. PLAN AND PROFILE STA. 0+00 TO 3+40 surr�c. vwt"pcm� snw � ze.-aeso N0. REVISION BY DATE APPR 4 ' 27 Fj 0) L0 a) N CU U) STORM DRAINAGE NOTES EXi ST. _-----.,. r-u II EXIST. (95" i)c,) CS 16, DH-14 (120" DIA.) R M. 23.87 is I i � RIM,, 23.95 EXIST. --------------------------, lO CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA N 12 a IE 19.4z , �;I �% % j / E 36" CONC rE 13.87 CB 16, D5-4 (72" :IA.) - -__ _ INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY DI E 19.32 s 24" we r 14 78 RIM 24,52 _ j -,- -- SEWER MANHOLE. NE 45 d E 3 52 (BECK) �y % I ;e 31, ON :� __78 - E-?fi -ZOfS" 1�14 Cc (! uGGEG) I 35 CONIC :3.n 1 I,j - ! -- -/ -" - s, 21 CONC r- 18,19 _ Q CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH W �4 COr.0 Ii_�17 --- `• C- m, ! j s 24 CONC IE 15, 44 -- - -- -- 13.E - BASIN DURING CONSTRUCTION i, 'EXIST. ";u T IE I, -- �,(_--- --- E 36" CPEP IE 13.94 w 12 �, _ _ __. ! 30 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN — _ VAULT No. 2 PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM / PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE S. W'., 7TH STREET\ ce No. e a ,�>F'= I� j 113 L.F.6" CPEP - - - PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. T- CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN 2"G - --� `-- �/ z 1_ _ 12 __ _ tO EXISTING STORM DRAIN PIPE. tj cor.0 so �� i rX. 3e' cen;: sD / - -�_- --� a — 6 CP 80' Q5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ONC S "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE _ _ - - - y laJ 80 CONC SD L W -I 60 CONC SD I �.. r 3 t ----- _.- - ,��+�, U 0 N �\�� � � '� w 20' 10' 0 20' 40' VERTICAL SEPARATION IS LESS THAN 6" y /`'':. �, .�,,,, ;. _ , i - fit,,., ,�, _ 60" CONC SD 6 x'` z4 W WASTEHAUL EXISTING STORM 2 Pt r =l X rk Fw \\ ©CONTRACTOR SHALL REMOVE AND v S y f'0 r.. ,?]e :>7 1s� °J ,+� ,I,cI� Ar` t"�.:•�ErY''F:k�5�'nmf _w k= u",Wgii 1:9 �l'aa:.3_ .r w - J _s-G y ;,C f _ _ _+ - DRAIN PIPE OR SANITARY SEWER. + --� 4+00 �— s+oo - 6+00 + Q7 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL v.\ CB N0. 7 - 1 1M1 5 "� O1I� I N a o Q ,\ to SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR 2" C! pi ' --- _ __it �I 3 CB No. 5 N r; Q`� c SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY -�_�-__ --�-j'-=------SEE-DETAIL._ON---------- - N _ "� SHEET 26--_.--- ----- ---- T 1r - ---- --= �C CITY. w �•_.. i ___ a 11 5 Z ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CIDCONNECT NEW STORM DRAIN. 7 v — - 4= ` �'- T I — --- _ Y 4 11 = Q9 CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE �KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. EXS i y -CB No•-10 ®CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL RIM 23.60 � SEE CROSS ,SERMON e —_-� 5 SEPARATION BETWEEN CATCH BASIN AND WATER LINE. Id s" Pvc 0.55 k 13 EXIST. SEE CROSS SECTIONe CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" CB 16, D8-3 1,54" DIA.j 13 / I CB NO. 6 , ;� 3 SOIL BORING TEST RIM 24.63 FOR REVIEW BY CITY. r EXIST. AREA INLET I SEE CROSS SECTION PR (2003 HWA) BH-2 PI 21" CGNc I 15.6z II \ 13 s 4" =vc 'E 1I-, 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM RIF,1 "t2- IN , E �•"' COf:C I 1 �..86 N °" Nc IF 2Gj54 ---- 3C" CON' !E: 1g.43 !PLUGGED) PIPE PRIOR TO INSTALLATION OF CATCH BASIN. 1 - ,_� i• =Xl_T, t�E Tt'PE 1 n�z= — - - --..__ _—-___icM 16..43 CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. NW 1 2" ADS IE 14.'aa CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED / I '2" ADS iE 14.9e SOIL LOADING. CONTRACTOR H FILL EXISTING PIP PENETRATION WITH WIRE ...............................................................................................................................................� © 0 ORSALL LLE E E ......:.........:......... .........:.........:......... ....... ..:......... :......... ......... ......... ....... ....... ..... .. .... ....... ....... .. ...... .... .. ....... CEMENT CONCRETE FOLLOWING ........:...................:.........:...................:.........:...................:............................. ...... .. ..... ...... .. ... ... INSTALLATION OF NEW SD PIPE u........ �.:. .. ..... N 30 .......:......... ............... :...................:.......................... ........ ..... .............................................................................I...................:.......................................:...................:...................:...........................................................;.........:.:...:......_........................... ....... .............. ........................................................................................................................................... .............................. . .:. :. ... : .N....:..: .:. .. .: .. ... .. ..... ... .......: :. ......:.........: . ... .. ..... ......... ..................:.........:.........:.........I..........:......... ...... .. .. ... ..... .. ... ... ...;...... EXIST G .. ROUND' ELEV . ... .........:.........:.........:.........�.......... ........ ......... .................. .........j.... ..... . SHEET NOTES: .................... .... ....................:......... ............ .... ...N .. ..:..... .....: 25......:..................... "�...... ..........:...............:.... ......... 25.... ..y.........:. w.x.v.... :�t<: �.... tc(vzvri' ....... O CONTRACTOR SHALL REMOVE AND :.........:....... nx .. .�Y+r'dsvz'4SV'„9X........... .., .... .. .. ....... .. ...... ............. ............... .................:.........:............... REPLACE EXISTING 24" PVC PIPE WITH 7C... .. ....... ....... ........... :S,;r,;........:.........:.........:.........:.... ..... ..... - :d.::...: ...: ... ....... .. .:.........:.........:............ ......:.... :.. BETWEEN EXIST CB 24 CPEP PIPE B ................................ ...................... ��,:::::::':::::.....,.........;.........;..... ;......... .........: .. �.. ,,.,.:E:X::. AND CB N0. 5. 20 s., .... ..... Q ...........Yh ..... . CY.:.54". CGNC. 5D........:. tc ..... . f20 .: i ... :: : :: .::;.,. Y`.a.-.. .. 5... F- I - 7m . •r r`t ,.r.. - a.. '�I:..€ .... .. . . .. 2. w.v - ,.f.:n:. Eu- 'd �.'r ,1 b -r 'r aC •,- n yg�'W,i•E�r .f fA ... .. .. g r .. , eg e;EX3&,.50 b-E•, ,:r, 6, ..rs.4 .w .,.t a „• Viral r �a ya r gym_, "p� w . . . . : . ' :.. tv..4.�{. ..t....f......,. n ,. '3-: i.^ x 4 3:. ..`f'..r a . . e'z'. ��t••�,g s.:r i 1 s"`a......,_. � ::. 1. _•[- c:..,tt s✓ i"tis .,:.r, 'a•';Y d:�e �. ..�� ,.:.a.,,7 .. ... .. .... .M] .y .k.. s, -l.1;. .fir, .I5: .3. .�. ,L.}.�' %+ {.y g. tr. •5 .J�'•y.7. `d. .E. �. ,.J'1 :•.:F:: 15 na.ar : u. :�..e ..._x.;a _rh-.-., i t I r.. a s i t S 15 G : .. 0 ... :.. .... fi t.a`Y.7ri?y-;rr:rh-x raE,;:a•Y ,...u•,'•,t LR .y. 4a.,. .: H +::,.. zx. s' ,:"s;r ail a'€"rti 3� ^ •ae,'9 $4I:i .,t_.: {:: v.� �l -:: �''i ,Y a,� �. .. .. .. ... .. .. ..... . .. "Si . 327 L.F.: 60 CQNC :SD 4$ - F 80", 00NC SD S 0 0004x . .... ;?t ... .. ........ ... ... .. ... .. .. 19 . ......: ' '.' '.:...." :.:........................... .. to....... ...................................................................:.........:.......... .... ..... .. ... ... .. ..... .. .. . :................. .... ....... .. ... ....... • • •S= �0.0004� ...........:.........:.........:.........:.........:.........I.........;.........;....... 5 ........:: .......................', .. 5 . :..................:.....:..:::.:::...:::.......:::.......::: ..... ....... ..... . .........:.........:.........:.........:.........:.........:.........:..................:.........:.........:......I..:.........:.........:......... .........:. ... .. Ii > Lj CHECKED FOR COMPLIANCE WITH CITY STANDARDS 0 0 a Ir a 3+40 4+00 5+00 6+00 6+80 w x - B D t i jy ---------------- a e ------- 3 N I ' W I o. '-'I--- , ----1 . ---- -� (� ` S By ---------------- Date'-------- 0 o f z z z w rn - m z w z w -- '.-- �- —��-,� I BY ---------------- Date, -------- z _ z w E Ep " N Z n 3 3 w 7TH ST� S 7T#^- 7. I' 'I u� -ae4C J N J o o U o. m J m EY rn x U z It- RECOMMENDED FOR APPROVAL a 7 -H O O o 0_ J w 7 * a. I J z N o a c o a �-1 T --_,` , . to w o 0 o c� o 0 o d m +, o o c� c� ci I- .. I B Date -------- �j i Y'--------------- o $ o o a o N N a u• N i� z N o O o 70 - N 4 5 6 7 j '8 �9 10 11� 12 By'---------------- Date i J l -- 'T �, o N nf`o N eocoNa N 4i1 By'---------------- Date '-------- o�.� noes yo + z o000 + zl m� z m,on+Io wss e�.rs 'ti z o I W rmi a a mn v' i o W o '° �.- ><�io Jw ,m.S ,ol vmi �_ a_ a SHEET LAYOUT By'---------------- Date, TONAL Q K K N N a j; W EtPIRES: 7-12-2W+ Gj U 3 W W w W �jU ; Few W N> m (n K W W w w W Z D-295905 S.T. .� CITY OF/13/04 DRAFT MW S.W.SW7TH STREET DRAINAGE IMPROVEMENT PROJECT REN TON PHASE 2 LIND AVE. SW. TO MORRIS AVE. S. y � J.N.��N' DATUM vim. CONSULTING ENGINEERS °a'®`y W ' a ' Planning/Building/Public Works Dept. g. ',"q se wr"tro --meo NO. REVISION BY DATE APPR * PLAN AND PROFILE STA. 3+40 TO 6+80 N.E. em 5 u.27 FXI`.-; ;STA. 9+78, 27' L N --- ---- - FX! ic, DE-2 (ag'• DIA.) li CB NO. 18 TYPE 1 - _ -- - _-- ----:ero--- EXIST. CO TfPE t -} R;M 25.66 TRIM EL 25.35t R!!a 24.98 IE 22.15 12" CPEP S N - rONC IE 22.23 , \I 6" COh;C IE 20.96 I -&-MF: -7TH-STREET-' cork IE c.fia '{---- ,o Ii �XmH, ,1 - -� t. 7.4 Nt: •1F '6.41 I FAN 5319- u,APLE 14' \ ___ ! -_-. �`V 24" rCNC IF.�!iZ90 i I'� riX.+•E 04 LO x WN N 9 Io W z x MAPLE 14 L�) CB N0. 12 ;Y /'.� M"� `�"�` � I M?P�t.'i'�' . '� `u:tetF zo• \ t __ U __ _ - I I i \_J a _;� ( 1 3� ~� ' --,- -'r '-- �T - r ram{ {.I / [ �'•-GVC E 1 4 j I ''; -' '�; 5•' P`Jt; IIE 1 59 _ - - li �.S•' CB NO. 11 r , CB NO. 15 12 CPEP SD_ _ g ��" -.---�Y1..- 5 LA 12 �EP S y.- k F. 60_ CONIC SD I -� - �/� �12' CPEP SD 60' CONIC SD S=0.900 I60' CONC SD '.•""'H,r�x.� T '8' "d% .u° wa>" , .. 1rw. .S-ry}".. -. 3,y.,; ..:: ,�...> •'"EE.=a - n :IN ., . �..v�:h -c4. '. °�. �mws.'P j•'�Y_$.,""'-S' W 411V _C5.�.�i'e•� .ONC a4ti SD -+�T• I ¢`I -_'i17� +00 `t2„ ,•`�___- CB N. 14 I N j 9+00 I 5 II j i I 10+00 i!. c I 18 LF. 8" PVC S p/ 12_ C! '�§'_ CB NO. 17 ENCASED IN 14" N '-- CB N0. 13 `---- ----- I o 1; c�� �+�I z- SYEEI DETAI�ON'd - --0� STEEL---- 601 SHEET 16 5 j 6 CPE° CB NO. 16 L EY:IST. ALE:` P.EA !N L�114. ---, i --EXIST. DDI CB 21, 2-15 (18' A.1 - :I 'Y( RIM 2.`,07 '------..,i,_ - CB NO. 20 \� 24.84 NWZ1" CONC IE 1E.74 21" CONY I'r�9 �j i; ~ r I N 6- CCINC !E 23.07 SEE CROSS SECTIONe SS!dli 53i9-157. RIV 2.41 W 6- PVC E 19.26 12" CPEP 2D.34 E IE 13 w B" PVC !E 19.21 b ?Vc. IL 19.16 y W Vl N 0 rz z 20' 10' 0 20' 40' �- SEE CROSS SECTION SEE CROSS SECTION 13 13 0 ...a_r .. . n.. w .. w:...... ... ... ....... ... ... . .. ....... . ..... :....................... 30 :.........:... ..... .... .. ... .... ... ... ... .... .. ..;M.lf1.... . 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REVISION BY DATE APPR K.E. STORM DRAINAGE NOTES Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION O CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. Q CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" ©CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. (DCONTRACTOR SHALL MAINTAIN B" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. Q CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. ®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. 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. ©CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING INSTALLATION OF NEW SD PIPE. SHEET LAYOUT :r CITY OF -� RENTON Planning/Building/Public Works Dept. LJ uj CHECKED FOR COMPLIANCE WITH CITY STANDARDS Q ,k'. By'---------------- Dote --------- Q' y i) By----------------- Date --------- By----------------- Date --------- By----------------- Date '-------- _- I RECOMMENDED By---------------- FOR APPROVAL Date'------- 10 11'; i I 12L.; � .\ BY'---------------- Date r------- By----------------- Date '-------- By----------------- Date'-------- D-2135906 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. Met PLAN AND PROFILE STA. 6+60 TO 10+20 6 -' 27 0) LO cy) N U) EXIST. - 16, -(48" L) 1 P. 250.. N 6' CONC lE 19.33 S 6",CD�i,' IF 19.33 w )-' , (I'mc :. I r F1 x (A LU cnLLI c; 04 0 -4! t5 w z x (n w w (n c; !2 w z STORM DRAINAGE NOTES CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 20 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE PIPE —TO —CB CONNECTION FOR PVC AND D.I. PIPES. CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. I (D CONTRACTOR SHALL MAINTAIN 8- MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR 20' 10' 0 20' 40- SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. 13 ............... ....... ................... ........ .......... ................... ...... . ........ ......... ..... ... . ....... .. ...... ........ .... ............. .......... ......... ......... ......... ......... ......... ......... �a ......... 30 ........ ............. ......... ....... ...... ........... ................................. ............. :. *:,: 30 .... ................. ..... ........ : ......... ............. Li! ...... .... ..... .... ..... ..... ..... z- tn A . . ... -w ..... ................. . ....... ..... ............. u m+,: l.. T .. .. .. .. .. .. .. .. ..�. ... .... :...... ..... ... ... ... ... .:.... �. �... ......... ...... .77 = ................................ ............ ...... ................................... ... ! . ......... ... . .. .. .. .. .. .. . . ..... ................. ............. " ........... ..................I:-....... ........ ... ....... -: .... ..... ..... .. I .. Qii ............ ... . y .. . . ... . ... . .......+ 20 tv . . .: .................................. .................................... ................. ... . .: .I.. ............ .... .:.00.................... . ................ ......20 ..,...... o.WN ... ............ ......... M : . 0. t � 5.—.. � .. ........................... 15 vlga q � 4�- 15 td: m 7! q, -T'w- ........ . .......... , 64 j "u- ................... ....... ...... .................. 10 141: L.P. �66-: t0k: tb: t L: 0;6064 7 ............. ........... ......... ......... ...... ....... .......... ......... ......... ......... 3 10: L.F, :6,T: CONC' SD: 1%0QQ4 ...... 10 ............... ............ .......... .... ........... ................... ....... ................... ................. ........... . .... ... .......... ...... ............... ................. ............. ................... 5 ......... ............... ......... ...... ......... ........ ............... ........ L .......... ........... ....... .. . ....... ........ ......... ................... ......... . ... .. ................. ................... .............. ................... ...... ....... ......... ......... ................... ....... ...... ........... ....... ......... 5 ............ ...... ........... CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL DRILL 1 " HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. 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. (DCONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. gCONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. 3CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE MESH AND 4.000 PSI PORTLAND CEMENT CONCRETE FOLLOWING INSTALLATION OF NEW SO PIPE. SHEET NOTES: (D FOLLOWING REMOVAL OF THE EXISTING CATCH BASIN, THE CONTRACTOR SHALL INSTALL APPROX. 10 L.F. OF 24" CONC. SD PIPE AND CONNECT TO EXIST. 24" CONC. PIPE WITH FERNCO ADAPTER, EACH SIDE. NEW PIPE SHALL MATCH EXIST. PIPE SLOPE. .......... q ......... ......... ...... ......... ....... ....... ......... ......... Ld < . ................. ........ ......... 12+00 13+00 13+60 10+20 11+00 rl I i� < 0 oz < W az xx il SW 7TH!ffl L) 'No z w w w o- a. SHEET 1 5 6 7 :8,, 10 11,,,, 12 _ f— -_E 1,r :3 C) C�Q 104 IN o Zn N +No N w o 21068� z oo �!(A -i w) > �do dcq ul N D 1p - < SHEET LAYOUT z z o w m Ex R kj W rx W CHECKED FOR COMPLIANCE WITH CITY STANDARDS BY----------------- D,t ---------- By----------------- Dot ---------- By----------------- Dot, --------- By----------------- Dote --------- RECOMMEN BY----------------- ED FOR APPROVAL Dot ---------- By----------------- D,t .......... Bp---------------- Dote ......... By� ---------------- Date --------- 0-- -- I 1 1/1,3104 CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. cl.-my & c3mbonme, Inc, DATUM CONSULTING ENGINEERS DRAFT .Vzr. Planning/Building/Public Works D.pt. ,� � A� I PLAN AND PROFILE STA. 10+20 TO 13+60 �rrUL .� M. — -� NO. REVISION BY DATE APPR -K.E. 7 ': 27 EXIS-. k ; EXIST.j CS TYPEI EXIST. CO S%Mii S379-i3 ' RIM 2 .02 - SSI.nH 5319-308 Lr)RI 25.43 ` E 6" GP,aP IE 22A2 (� RIM 25.11 E 8" PVC IE 16.41 EXIST. 8" P`VC IE I6.i3 II IL N SSb1H 5379-i2 a) CB N0. 33 il--� I -K!ST. CS 15, 8" =`!U IE i6.36 (Iti SIC,. DRO: 7 I� RIM 25.56 c' l I` =8' 3 ';.4II" DIAi IrT 4 8" P4C IE 16.51 rJi'i CONC IE 10.�3 r N E 8" CONC IE 16.76 \ u LI1 RI1 25.55 I � CB NO, 34 W 8" CONC !E 16.91 ( )`I. W C'MF i��= 204�67` i INSI_E DROP)(c8N0. Y`- E n" CMP IE 20.E EXIST. CE r"PE" SE 2" CONC IE 1).88(ASNEI CMP IE 20. 0 �' V _ 3 \ ) �U , F:IPA 2a,68 (n \S 12" PVC IE 10.88 (NEW) I' ' J I N0. 32 % d, ' 8 ""M:P IE 22.75 (CORE DRILL) �'r j( E--XIS;, AREA INLET -\ !� r i / -:/�\ R!151 z4.96 n CB 0. 28 �' 1 ;y' P 'v,I 1 ram' \:(� m.^�Ts. ;r8-18 172" ck4-j N 6" eoNC IE 2256 CB N 29 I % a 12" SO 12 j I S \ i RI \a 2k.5 CI SE 6" COrdC IE 22.71 \ .� Ems" CM_P IE 16.0i i _ 7 tti " CMP IE '7.6+ �- 5 6" CONC !E 2266 N 24 -F- '�Ar 1 6 0 11 5 ,2 1 CROSS SECTION-�t/\/-�1 C 60 CONC SD 2 SD 4 1 E ` + r 2 ga - O x. 2 ' CONC SD 4 •\ _ d CB NO. 27 o �- -- 4+00 1\ � \ .1 13 LF. 12_CPEP IMON. PT..! 6 � 5 ,t•, 5� I I I \� CB NO. 30 \; I\I I I SSMH NO. 1 C OSS SECTION 11 - --- _-_SEE � j F14 � Y - -- - r0 EXIST. -SSMH 5319-175 (METRO MEASURING MH EY.ISt. RIM 25.69 -CD 16, E8- 12 (48" DIA.) .2 CONC RIM 25.00 \ !E-9.94 (ASNC.) z' W 24" CONC iE 17.15 (PLUGCED) W112"�PVC f E 24" COr1C IE 17.35 IE 9.94 (NEW) S 24" CMP IE 17 i (CORE DRILL) N 6 DI !E 19.1C -Wti 8- DI IE 23.10 Nn :'AR S'E 6" (PLIUCCED) l IAA, LE 1. fA-AP E ' •. 2 4, + \\ 6 16+00 -� - 0 - - EXIST. AREA INLET RIh! 24.93 6" CONC IE 23.4t EXIST. Ci3 16, E8-11 (4"8" DIA.) RIM 24.92 j� W 24"CONC. IE 17.62 / E 24" CONC i 17.52 ' N 12" CMP IF 19.74-- I.W. 7TH STREET °f Ex A CONC SD V1 0 CONC SO r 4F, NC D g 20' 10' 0 20' 40' h'S"Soc`,r:�''r b�:.,:;=J.'�2��`i'a•::'ts - + 6 cX 'j 77 d ----- - - ----- - -'-= w z Ems- ---_�v:cr5 1 't I I �� I. �I \ EXIST. RIM. 24.98 I !I I \, i I � C,P -6ST., r8_•:7 (72" DIP..) SOIL BORING TEST Pi 5" CONC 23.08 i �'I -�q 1C E8_4 (48" :v,iA.)I I W \% EX!Si. �� RIM 25.-,! PR (2003 HWA) BH-4 u y W 48" CA4P IE 17.31 F.il1 45�53 >/ SSMH RO1-9 (METRO) j� I . 48" CIv.P IE 17.46 I II ''N 24- CONC IE 16.73 I -,< RIM EL. 25.97 - 1� i`.___�.___ c 7 N 24" CM IF 45 (SEC/; j., n:= 2G': CMP !E 16.93 �11 1ou cevc IE c.92 ; I! N 112" CMP IE 19.83 i i I v SIt2^ C!,o IE 1783 11 ` W N 1[�„CONC' �i_�i 00�(ES' L-EXIST. 13 A=EA INLET SEE CROSS SECTION 14 Sy 6" CONC IE 21.23 �� RIP25.0± III il;$ 6" CONC i_ 21_33 tBID.'A �! 6" CONC IF 23.5- 1--- - �- --I I W I = �......................... .. ........... ........... ... :.........:.........:.........:.........:..................:......z..:.........:.... ....... ..... .. .. .. ..... .. .. ....... .: ::: :rn " 2. ..... .. ... .. .. .. ..... . . :. .......:........::. ........:::::.. N . .......... .:..... .... .....�:....:.....: ..u�.rn......u5...............o... .. ...... ........ ... ... ...... .... ... ..... ...... .... ... .... .. .. . N .:N. �. ..N. .. ....N. .. .. .. .. .. .... ..........:............ ............. .. NA ..:.........:........:::......- :OUND . ..... la7'L7 " ..... .. .. ... .. ....... ....... ....... ...... :.........:.........:.........:....._..�. .. W.;�,.w......w.......,.:.........w.........;.........;. EXIST.- ELEV.i.........:.........;.... ....:... :....... .:.........:.........: ..... _ .,T.-................ ......3............ .......... .......:........: .. .. ..... .. ... ......... :.........:.........:.........:. ......... ........... .. ..... .R-O.Y........:.........:.........:.........:.........!:..:..:.:::........ ......I.. .... . .... ... .. .. .. .... .. ..... ... w.. .. .. .................. .... ......... .� .. „t . �, .: .ap......r....R,i A�J .. . .... ................ 25 : a c �. ac e��c�eoi ............... ................:...................:.............. ................... ... .......... .. ..... ...... ..... ..... ....-................:..................fro?vaaz!P.cvxv^.................................:........................ .. ...\»tY;iri�sts'h� ..... v',:vEvxvivxvs:•osaividxvay.vviarxvivxv�.iis, :. .. .... x 25 v 4:: ....... ... . .. .. ....... yr ...... ... 0: ` ...... .... w'•• o. .... .. .. :.........:.......y. ......... ..... ";........;::EX.i4B�:CONG:�d:::::::: i::.......;.. .. / :.........: Lk, .........:......... ......... /vv�� b........ ....... 20 o a :....Ex:.:24:.ONC <: za :C0 c:so:::....:::::.:.: ..... ................................................. �, E: 20 W a C - N r'M k - .-'- N -� X : •� A.- :Y ;4 {;: .1. P".. , f E,'K : $.r.S.. t. .......,. , .'�..,-.x+iq .v. .,. st . �' j'3' S �- . . -.;n _ r .,. x - :-i:[-:,a„••f��-�':. - .a k v .> „E�'E... - � �.. '� �r , :� .a_c.,- "{ STORM DRAINAGE NOTES 1Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 2O CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. 50 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. 07 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. 8 CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. Q9 CONTRACTOR SHALL DRILL i" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. ® 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. ©1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. ®CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING INSTALLATION OF NEW SO PIPE. SHEET NOTES: O 2" GAS LINE TO BE RELOCATED BY PSE. CONTRACTOR SHALL COORDINATE WORK WITH CITY AND PSE. Oz SEE SHEET 15 FOR SEWER CONSTRUCTION PLAN AND PROFILE. O CO NTRACTOR SHALL CONNECT NEW 12" C PEP SO PIPE TO EXIST. 12" CMP SO PIPE WITH FERNCO ADAPTER. 15 . ......... .... .....:.. ... 10 ..............:.............. . w d.. ... ...................... ...... w. ...... . ............................................................................. _ + .:'(„ (:>: `C . 6,. _ c �-e, .� . x` 5 �£ -fi t �5^• ..E•�•,^ } S.Y .-.S. te_"i' r.. ..z _ t t y F g' 1 c„,>_..i , r r - . . , + t 1:•>1; . r..:.-..: -e:. . '!�Y . ..,?Ik;,. .. .'. , :b.:.,, .. 4 ,. _ r .'t ... 3`t 1 r.: 411:; n - KS.. yy t '5".. G C 1 k.. _,c,{„ A.. .. k• �`c`f L :�1..,• r r.- + .f .a r.• .k. ,.r..- s.:. . :s,.i Y�. k; .." . t .,.,s_, 4 ,,..., .. c. d 23 :.. t:,..c"r. fi ? xs: t,...>. c .s:, 3.'.sn ) a r. u c a,r 1 tz d+ -;. .:. , .. ., , .: . _ -..v ,.. , .:,z-?.: •. , s,..r,�r p.. . , ..."t: .: -t. s..,, e .< x � TuI:, ` SrE: .. w. 7_I - - .,. F i •,.:. .._. 1�3sw-5 u,G,. ,I C:L.,., :.1 : 3(, .�,K F .�ys+4". Y;i ..#', y,),. :SS •,r. J' #•}. -,.•� '":,su a :.:-;,:S1s a t..cg-yr^.' _;c. ..`c.. ? >��," 3 - ,.�� ><. �.ii� ..5�7.- §" .,4_.`�e�..? �. __ a•� a-�i�•s•�_�., .e. I I"'3: .. S10:1 F. �? ' CPNO: $ . ' .. .: o i36 LF: 60 CONC SD S= 0.0004 c ~Y Yr 216 t P 6Q" COt1C ,SD ,9 . 0.0004 ' ......... .........:....... ........,.::...::::......:::::'::::::::::.::::........::.. .. ....... ...EX::t'08'•.5.. .... .. .. ..... ....... ........ ....... ......................:...................:...................:...................:..................:...................:...................:....................................:..... ......... .........:.........:..... F.:. !2 . S... ... .... ......... ; .........:.........:.':':':':':':':'':'.:':':'.':.':'':' gj h .. .. ,r' F N. W ...' .. .. . ... .. 15 ... .. ... ........ ::::..... 1 4 O CONTRACTOR SHALL VERIFY IF EXIST. 6•, SD IS IN USE AND CONNECT TO CB N0. 31 IF NECESSARY. CONNECTION TO BE DETERMINED IN THE FIELD. EXIST. CATCH BASIN TO DETERMINE IF REHABILITATION OR REPLACEMENT IS ...... .............................:...... ................................................:............................. ......... .:.........:....... ...................:.........:.......::':::.:I::.. ......... ......::: :.:.::: ....:: :'.: 6 O APPROPRIATE V A CONTRACTOR SHALL REMOVE AND ...........................:.........:.........:............... 5 .........:.........;.........;.........:.................:...... ...... ..... .. ... ....................:...........................................................:......................................:...................:...................:...................:...................:...................:...............:.:.................. .......... REPLACE EXIST. 24" CMP PIPE WITH 24" :.........:.........:...... ....... ..... .' .... ...... ...... .: CPEP PIP E BETWEEN EXIST CB AND CB ....................:.........:.........:.........:.........:...... :. .. ....:.........:......... ......... .........:.........:. ....... ....... ..:. ......:.........:.........:.............................:........::..:.. .. .. ........ ....... ...... ......... ....... ....... ..... ....... .... .... ....... N 0 35. :.........:.........::::......:..... :..... 1... I ........:.........::.... ...... .............. . ...:.........:.......I..;...... .......;.........;.........;.........;.........;.....I....:.........;.........:...... .. dd .... ........ . ...:...... 1. 1.........;...... .. ........;.........:.........;................. .. .... .. .. .... .. .. ... P W CHECKED FOR COMPLIANCE WITH CITY STANDARDS to By'________________ Date ,-------- 13+60 1 +00 - 15+00 16+00 17+00 ...= K By'-------------- Date'-------- Ix yid w �� W Q \� y'________________ _ P 0 O B Date --------- ---------------- z H vol aw 3a a { ST.::N -�: By'---------------- Date'------- .i Z V vY I i�l 2 Q JN�I NV 0_a NS 0 Z I ti SW 7TH i I _I= i'`--' E inw� w �i J za Wa S z waw---I---- -I'_--- I-- ` _� 2. _._.__ __._: �__ _ `I , t RECOMMENDED FOR APPROVAL e «s w W Ir- ,6U? mUU �j *pUUU O? UUUU - -f r_--}-�-_.--1 _______________ < a. N N O io. . . I / I ,� I I I Bye - Date'-------- r:^9luj^N 0 •N S$�� �;^ �N� SHEET 1 4 15 6 7 S 9 10 i 11;`. 12 :i B _______ N +no N +i+i +M10 N� inn: �i. .,.I By'---------------- Date 0 z n N zI or, w z l y'--------------- Date'-------- oA+� 2toee �o t26zm _jq moo ann ^0D wvor��'m ¢ SHEET LAYOUT B FS 01 ets4 �� z o ai _ z 0 ) ai ^ z & I, - y ---------------- Date'-------- 970NAL dm�' 2- N dmKl dm\ W. O rn C-) KWW '-jjV�yI�WWW rj tJ,=rxW LiWW z 7-1Y- ED-295908 fPIRES: 20M J a,wron. anu: ^R S.T c� CITY OF 1/13/04 M.W.S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT e�oa DRAFT RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. CONSULTING ENGINEERS ' -m.W. DATUM Planning/Building/Public Works Dept. 1 ,�. PLAN AND PROFILE STA.13+60 T017+00 sE.rnE..,IV w .1. IMI M-mw N0. REVISION BY DATE APPR K.E. m"'. 8 '� 27 EXIST. rl EXIST. C8 TMr•E i SSNIH (GREASE INTER.) E-X:IST CB, RIM '24.97 / STORM DRAINAGE NOTES CF) R:M RIM 25,1± N 6" CGN; :E 2 LO _�,52 S 8" pvc IE SE 6" CONC !E 22.5:!: i2" ��IAP 22.22 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA c� EXIST. SSMH (GREASE INTER.) EXIST. INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY - CB 16, F8 22 (48" DIA.) RIM 25.08 '7 SEWER MANHOLE. CP i 6, - - 1 3A '4B' PA.) RIM 25.4 N 8" PVC E 19.74 RIM 24.79 EXIST. AREA INLET A 1 1. 6 1-1 'N 24" ONC E 18.3:- W 24" C,,�'C !E I RIM 25.18 (DCONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH EXIST AREA N�El S 2-" CONC E 17.3- --E r" CONIC E 24" 'CON(,' ; E 1 S.2(, BASIN DURING CONSTRUCTION _7 I' � 81 .1 3: lll E 24" .ONC IF 1&72 %CNIF: It 19�2 .,24.28 //\ z 6 CONC jE 22.58 N"", 6" 'ONC iE 20.01 W4' OPEP IE 18.35 QCONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN SE 4" CONC IE 21 -,± S > E6- 13�P (48' DA.) PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM EXIST. �Z ssvi" 5:519-16 OR 16. PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE RIM 26.13 RIM 24.337 -;4" CONC IE 17.73 PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. q 21" ',CNC E !7.53 OD c C CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN w 13" c) -11 S.W. 7TH STRE IE 21A3 2 EXISTING STORM DRAIN PIPE. 2 '1 - -LF 2 2 2 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE to .5 U. z ':aNcl so '0 EX C S 0 SD (n 20' 10' 0 20' 40 "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE 4 COil w VERTICAL SEPARATION IS LESS THAN 6" w (n 2(ST'K PI 1 60" "G CONS sD 2Ex. cuP�SE) 60" CONC SO 5 6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM + CONSD6 3 20+00 CONTRACTOR SHALL MAINTAIN 8 MINIMUM HORIZONTAL O __ 0 SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR 04 10 6 MON. PT. 6 6 3 8+0 + f 19 0 EX. 103" SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY to CITY. rn z w CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND :3 z Fo-M:3 CONNECT NEW STORM DRAIN. T CONTRACTOR SHALL DRILL 1HOLES AT 2' SPACING TO PROVIDE Tr T - 20" it - KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE 1 C) Vk'1_7 T WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. _F0 z 2* CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL 1 EXIST. A:, -,FA ti� C3 16, E8-21 (72" DX-) SEPARATION BETWEEN CATCH BASIN AND WATER LINE. '2-' , x 16. F8- RIIA 25.1-7 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" 1 -1 ­ E 12" ChIP IE 23.23 R I M < .,24.42 RIM 25.40 NO I FOR REVIEW BY CITY. E 6 CONIC IT 22.9 2 IS 12" UONC El 1 8 90 SW 12 C) 'I C. -J-- 6 30' C I'll P 1 7 -XIST, CONC E/ 11 24 G I Il I COIIJC/E 17.8-1 �DCONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM -9 -6, Fa (72" DIA.'I - 12' CONCAE 1-1 !2�, 5319- r PIPE PRIOR TO INSTALLATION OF CATCH BASIN. RIM 25.1 Rim _-5 75 '4 M;,-LE 7" , N4, W 48" P 9S 21, r? I CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. F 30," CONC 1, 17.3 25,84 EXIST.('.N'm�- R01-10 Cq-ET-Rl�,) CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED RIM 2n,7 )2� Yj 10F" CONIC IE 1.24 SOIL LOADING. 11 .q R 1�2/& E !06" CONC IE 1.2-' CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE ................. ............ ...... ........... ................... ......... ...... ...... ................... ............ ...... ................ .......................................... ...... ...... ................. ........... .................. .. ........ . ......... ......... ....... ...... : ......... ...... ......... ......... MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING . ..... ....... ......... .......... ......... ......... ........ INSTALLATION OF NEW SD PIPE. . ...... : ...... .- I I ................ ....... ......... ......... ................... ........... ......... ......... ......... ......... ......... ......... ...... ......... ....... ......... : : 10 .......... ......... ......... ... .. .. .......... ......... ......... ......... ......... ......... ......... ....... ...... ........ 30 ......... ......... ......... .. ..... 30 ....... ................... ............... ...... ................... ................... ............... : .. : ... . . '' ' SHEET NOTES: A'' - :­ ­ �- -­-.: ­ � .. ...... ­ - - ­:''. - - - - : .... 2.........:.. ..... ......... ......... ......... ...... c� ............. ..... . ..... . . ..... ... ...... .......... E. .13�=.NQ :ELFY� 0. aow ...... ......... ...... ......... ....... ......... (DCONTRACTOR SHALL REMOVE AND ..... ......... ....... : .......... REPLACE EXISTING 24" CONIC PIPE ... . ........ : .................... WT .......... :::::::W - - - '':, * , '' - - . ... 25 . .. .... ........ WITH 24" CPEP PIPE BETWEEN ........... ............. ....... .................. ........... 25 .............. : ........... .... .......... ...... tn ........... ........... .............. EXISTING CB AND CB NO. 38. ......... ......... ........ ..... ..... ... ...... . . . ..... 4V): 0: ......... ......... ........ ...... ...... (DCONTRACTOR SHALL CONNECT NEW EX.: AB7': C N 24" CONC SD PIPE TO EXIST. 24" ........ ...... EX: -24" CONr_- SD- ...... ........ ...... ......... ...... ... EX, :3.G+": CONC: SD: ............ E�: '2*4.-: CC 5D: EX:: :�(I": cDNr: 51): : : c .......... ......... ...... . ...... CONC SD PIPE WITH FERNCO 2 ............ ....... ........... ................... ...... ADAPTER. NEW PIPE SHALL MATCH a L' gv EXIST. SLOPE. LIMITS OF PIPE ........... ........... . . . . . . . . . . . . . . . . . . REPLACEMENT SHALL BE CMP PIPE wALI ...... ......... ......... g• ONLY UNLESS CITY INSPECTOR g ...... ......... 5 c 15 15 AUTHORIZES FURTHER WORK. 7 M74T: ............ . ..... .. .. .. 'Nf C, "g f ................. CONTRACTOR SHALL CONNECT NEW :295 LF.: 60 :CONC: . .. ... .. . . .. .... .. ........ ......... ...... SD:Sz�: OM04: ......... "N": ......... .......... ....... .......... ......... ......... ...... ::11 :: ............ ......... ......... ............................. .............. ...... ....... - 24" SD PIPE TO EXIST. CATCH ................... ......... ......... ......... ......... ......... .......... ....... 10 ......... BASIN AFTER EXISTING 24" CMP ...... ...... .......... ................... .......... ........ ........... ......... ................... ................... ................... .................. ............. ....... ................ .......... ................... .......... ......... .... ............. .............. PIPE IS REMOVED. ........... ......... ....... ....... . ............... ......... ......... ......... ............... . ..... ...... ......... ... ......... ............ ............ ............ ........ 1: ......... .... .. ... ....... I ........... ............ ......... ....... ........... ......... . ..... ......... ......... ......... ......... ........ ......... ....... ................. .............................. ....... ... I ................. ..................... ............................. .. .. .... .. ......... 5 ...... ................. .. ................ ......... .................... ........................ .......................... ................. . ...... ........... ........................... ............. ......... 5 .................. ....... ................ ....... ......... ........ ......... ....... ....... ........ ........ ......... ....... ......... Lj CHECKED FOR COMPLIANCE WITH CITY STANDARDS ............. ...... ......... ....... ......... ..... .. ......... ......... ...... ...... 0 .... ....... ...... ...... ...... ......... ......... ......... ....... ...... ......... ......... .......... 0 Jam' a BY----------------- Date'-------- 17+00 18+00 19+00 20+00 20+40 Li In FtBy,---------------- Date'-------- `kt.�,: a�,a /",o10 Jv0,c 7z - I IfT`I I iIt ! Il11 2% `,C,; I i�--�Q '�_-1Ii iij ' I -y' BY ----------------- Date --------- 0 < 0 Byi---------------- Date --------- Y z 0 N L) 0 ST. 71H SW �j I... U Zz RECOMMENDED FOR APPROVAL w 0 0 0H BY'---------------- Date, By ----------------- Date --------- SHEET !4 1 5 8 6 7 i /9 i 10 12 N w By----------------- Date'-------- c? SHEET LAYOUT BY----------------- Date,__ z ------ n , 4 m ORAL 0 -E)MRM 7-12-M xWwwz _j [DI-12191591019 SmT* 1/13/04 -M.ww CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT - !iM RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. DRAFT J.N. Planning/Building/Public Works Dept. CONSULTING ENGINEERS _m.w. NO. REVISION BY DATE APPIR • PLAN AND PROFILE STA. 17+00 TO 20+40 9 IA Z' =m� � -1 ­_� K.E. 27 o) - EXIST. C9 r,RE 2 _ STORM DRAINAGE NOTES u') STA. 21+12, 24' L (54" DA..) -EXI--F TYr^_ 2 (4P" DU`.) RI!A 25.64 27.^(��- RIM 27.3i N L. I '; - Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA E 21-VP IE-i8,60t NE 13" CIdP rE 21.»L EXiST. GI_/',PATER SE?;1RAtGR VALE >� IE 78.28t 24" CONC. E W �0 CONC IE 18.51 / N 1� c:CM'- 12 z4* RIO / N �'2 7cr.+.F IE 21.3= EXIST CB TYPE 2 '48" D!A.) `X'''' C� 'r?E 1 INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY N IE 20.40t 12,' HOPE NE c \ 17/ n_!D liG SEWER MANHOLE. IE 18.263 24 CPEP W / HPPx IE 2; = -- '60d- ` Rlh^ 2459 a [6. + SW 1Z' / - _ j N 6' CONC IE 19.29 (A3ND) s s 1z' r.MP 0 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH EXIST CH "PE 2 i i� EXIS R 1'E 2 (Sa" D'A) - l _ 6' CONC 1� 29 �: .9NJ) IF Y17_ '.8Fr.7) \5 s fFA^E I 12'SD: RIFT �S5� 24" CONC IE 15st BASIN DURING CONSTRUCTION / N is :�tJC_ 1t-4-Q po±Y J P' v` 2a' Cc .0 1Prs 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN S. 7TH STREET _ O s 1 s aT 5 sra 23+63, 24' L PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM 'd air rL' / ti _ J MAPLE g•• SOIL BORING TEST ?. 3 /�`- G9` ��• r - c PR 003 HWA BH-5 � CB NO. 43, TYPE 2 54' DIA.) _LF. I, 2 S MTE�- 8" ) 3 ^ 3 ( PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE ''SDI" I 1 i ��t5 II `�1 ?:. 1 LY_x _: -p' -- - — _L ,,� '—�_ i'—i��--�i - _ JE 1e50t424' CONC W&E PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. ,., +----�---z- - _ IE ZO.SOt 12" CMP N � F..,. ..-< �.:. _.. , � - � — ®CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN w Vz-z s 4 5 -- 2 c SD -- t — ,, 4 EXISTING STORM DRAIN PIPE. y cortc sb� �r1 _ s'4{ o so CON sD y 5 20' 10' 0 20' 40' CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE HAFOAM "" PAD AS SEPARATION BETWEEN N UTILITIES WHERE W � �r--��•- - �" ""• '°`''' ""' ` `•�•`�' `s"^' ' rjj r 1 2j00 s � ce N0. at p 22+00 ?3+00 VERTICAL SEPARATION IS LESS THAN 6" ---_ _ " s g r_X. IG'a"-! - - T - - - 6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM CB N0. 139 � 3 ' ( � 8 j � 6 � -- �- � I O O + -- ------ --- r--- — ------�-- - - - - ---- - - CID DRAIN PIPE OR SANITARY SEWER. a ^;,,-----_---------- _ N 7 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR I _ s SEE CROSS SECTION d fit 8• s �rl_ i _ — _ _— �q _ _--_-_ _ SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY Z- T- - - Fc -- _ — — — — o — --- - —_ - CITY. -; SSS,^ - — FO j ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND ccB N�<a2 FT- T - r -- CONNECT NEW STORM DRAIN. ' r_ EXIST,C9 7 ' -x - fv Q9 CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE •1 '�---_ 78 DIA.' FG-U.II -rp --i Fii-1+ ti i F[xls;. ^- vP �'-- --R -µ G! r n✓ KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE -I'.1Te 1� t` N ;�' CCNC IE 21.42, __ = a --- - ��' ----- __� WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. W 12" CMP iE '2�i4: i _ _ r - f, 7L-X!.S i. CE TYFE 1 \\� rl` 12" COi;C, I_ 21.67 __---- � R;�d 24LMF CONTRACTOR SHALL MAINTAIN 12 MINIMUM HORIZONTAL �� SEPARATION BETWEEN CATCH BASIN AND WATER LINE. RIM v.a@� --�_\ CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" - s" PVC tE 20.Cy ` FOR REVIEW BY CITY. 6" PVC IE 20.09 - ` E ?" PVC IE 19.94 \i' 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM 'N 8' PVC :E 1999 PIPE PRIOR TO INSTALLATION OF CATCH BASIN. © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. .........................................................................................................................................................................................................................................................;............................................................................................................................................. ................I.:.........:.........:. :........... . ............... `' ' ' ' ...:: CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE .......:........................�.............�...... .........�........ ......... .........;.........;......... ...... ........................ ......� .. ; . �, .......:.. ...... ......... ................... , ......................................:.........:...:.::.::::::::,:.: ' :,� .....:::....:.:.:. �, ......:::::::::: :....... MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING r.� .. ................:.........:.........:.........:.........:.......�..o. .........:.........:.........:..... �.... N ..._. �,........:............ ,.........,.......w o.W ,......... .:.. INSTALLATION OF NEW SD PIPE. .................�.:.:.......................: : ...................... ........... ............ 0 ..........:...... ..:.........:.........:. ...r. . ...:.........;........ST GROUND :E .. ...:.. .4.a. �: ....... �:i.i:....::: " .. .. .. ... .... L ...3 ..... c.. EX15j: GROUND 'E�EV:...... .........:.... - ........:. N. . W. IL'e: . . ....-..._..�..:........-.......:.. .. .. ..... .. .:. :::::::::::...�,.. . H ...�..: a�......:. AT: R.o:w.::::::::::::::::.:::::::::::::::::-:N.o. .....;....... a ......;. SHEET NOTES: �'....... :... ...... n .... �...w.:; .N................ ......... ....... .........:......... .:....... ......... .............. .....+.:.........:..... �,............_......:......... ... .........,......... .........;......... ......... ......... ....... .�.�..... .........:. N ......:........ t CONDUIT PASSES THROUGH ow a�ccvn wt+x+v;vAvaP.taxv.................................................................................:.:.......:.w ......:.........:.........: 25..........................:.............y...........:..................:............�� 25.... O E PIPE ::::::::::':::::::::r::::::::E::.....................................:.........:... .... CONTRACTOR SHALL 1 F .. ... .. SCHEDULE RELOCATION WITH ................... ................./p.:...... a .:: �:` _v 'a•.EX. 24.'". ON�.SD:.. .........:. O .CCMC�SD..;. .....'..,,..•.....,.... .,,'. - " " " " " UTILITY COMPANY ...:....EX•.•30'i LONG SD• .:.......:........;.........:...........:........ .:.: :':..:: 20 .......�.. ..... ... .... .. .• .................. ........... .... H... .. ........... CONTRACTOR SHALL REMOVE ,., tom.. 4 6.r.t ,> .4 �nE- i x.ef. ...,j fi.-•, �`-.>'..s.. F..: ,9fe. ,2J r nL b».;.:rz 't 3?�,.dx J l ... .... ............. .:a.n.,.e�,.r.. .s. �.,.a.,�.f:..,.< .: D _e-+%+,: _, .a;&. ,•..:..1.•f. 'd','•t•:;.t,3.., §•. ... r £k'�r.',. t. ._3�;t� 1::. 0 . 2 - ' ' ' ' BRICK OBSTRUCTION IN PIPE ............... .... s.s.».-.';a,. t. ..o.'+. K.,:,ztx.."' .;,,•,. - 2: .:. '.y'.: .F'.3.F.iti.. +'+•8v't,.':i'. - �: :.d:, :... .. '^x ::G F'-, ... -. -c .2.a. .':5: .&,.: a':� .-.. .. �:;, �. '�L.. a:.o .L>>�. Y-rJ.t ty�.t�i s, ��-) .,.. 1:v:,.-. ..�, PRIOR TO CONSTRUCTION OF R g: :r. :4 .Fx. k.. .5. 1•.-f {•� •uxc• s '�Y r. .s.. �'{�'. r s �' �. -, .s .�•.. .. ...... s a. ,;._ ,> .,,. a _`. s },�. ,r .:. • ..emu : ' :, .�, >_f ., b..F.:. 's ..fi.. r i•_e.: x 1- f`1.a.. F.' tc NEW 24" D.I. SD. 3 Y� � "'•'F4Y Y Y i .:. :: i...'.. N'^ti- ;v �.. s.. ..a ...•....-. ', .: :.Y.3!`. ...;�;..-a .,x:. r,. .s? ..�. .P. �. .:)r..... :$.. C -'I- .P.. ...�:..:.3:: .... ... .. .. .,.x.:.s: •.•. < .....,tr_• -._ . >?.s.T' .:.. r .. •: _f"P. : - -e.., .5 r 91.G} r:.:: d"r; ,t .T Z .. 15 •:tva n n 'i ..:: :T L 3c Sf_ S s 5 is A t F a T x_ to ni d 1J ..........:...... to .:::. .0 r..: s ....:. ':.'s ..,. •;. , . _.i.:,n ,. :. t x 'i n_.. .7:....-:. - .. :r>~ :.: -r ,.P ...'.. r 'l-...'. --r s:'. s a.. r:•..xt. .,..r.._.. F..,;.'.: A s:':,:r... ... . -.` a ,��, a 4.„b:;�±'.. 24, a.. i r F ai .. a..4- . w.t 3+z ..:a :.» ... .... -e... e.... r. !- ... t .N...X:L.. ., -. .�•�` • x :- -�. .I°4...r....Y•.....=. .t. ... _. -.t .- ..-ti- .irr : ri... n. -- .._ . . m..,.,.. . . tTa .. .... ... ::V: .. .. .. .:.:...:.. i :..:.::�: ; 295 ; LFr 60 CONG SD �..,,,, :.. . ' . 465 � l.F. �60` CONC tib S= 0�0004 .. .:: • .... .. ..... . .......... ......... ... ....... .......................... ............................. ....:. ......:.. ' :.........:...... .:..................:... ......... .: ...... ................:.......................................... .. .. .. ..EX.: iOB': ;C .:..:.. .:... ..::..:. .. Y.:............. EX..:1D8..5....:.........:.........: ........:........ .. ..:..:::::.:.:. ...:. ..... .: �. - .........:................................................:..................:......................................:...................................... 10 #.:.........:.........:..... ... ......... ......... .........:.......... ........ ......... ......... ............................:.........:..................:.........:.........:.........:.........: 10 ::::::................... ...... ............ ............. ............:......................................... ........................... ......................................... ........................................................................................................................:................................... ............ .............................................................. .................................................. 5 :::::::::'::::::::: ::::: ::: :::::::::::::::::: ::::::::: :::::::::' .::::::::::::: :::::::::::::::::::::::::::::::::::: ::::: ::::::::: :::::::::: 5 :.........:.........:............ .......:......... :.........:............................. :......... :.........:.........:.........: ...:....:.........:..... ...:.........:. .... ....... ...... .........:. ...............::::::::::::::::::::.... mil ::::::.. ....::::: :::..:::: ::::::::: :::::::l:........ ::::::::: ::::::.:: ::::::::: ......I ......... ....:':': ':::'::.:: ....:.........:.........:.........:....::.�.: ...:... ............ ..... ...: lal..: CHECKED FOR COMPLIANCE ....:.........:.........:... ......:...... J _ By'---------------- Date'-------- 20+40 21+00 22+00 23+00 23+80 'P N UK By----------------- Date r------- Ckf Z W W (>' Q � - 7 BY'________________ Date�_______- YI 3 N C YI p .� BY________________ __-_--__ Y Date 7TH: ST � ! 1 PI Ir F `o* •'e� NyaJ po ino _ ql F ! RECOMMENDED FOR APPROVAL Y'---------------- Date'-------- . __ - _ - '.-I}Ij- i e� q', vi� SHEET 4 ! 5 6 7 8 9 10 11 12 BY'---------------- Date '--__---- \'',. I j T J phi +">pl,00 +�zIN"I t+.i By'---------------- Date'------- pd' •+?21088 Yt� t'•' NOO �N� NOS ,'� FS9jaNAL �G` d =0 � 4 � d Z 0 W N a SHEET LAYOUT By'_ ___-_ Dater------- __________ �U; CWw, �U; a:W Z EIiPIR6: ,_,z-, D 2 9 5 91110 J —s.T. SNQN" E3 CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1/13/04 DRAFT �N W � �u REN TON PHASE 2 -LINO AVE. SW. TO MORRIS AVE. S. — GY,sy �0ebott�s, Imo. � DATUM CONSULTING ENGINEERS run`m ya Planning/Building/Public Works Dept. sume°�vw°n �m�`"` w ezo `, za aeeo NO. REVISION BY DATE APPR K E PLAN AND PROFILE STA. 20+40 TO 23+80 "� 10 ", 27 I EXIST. SSMH 5319-20 1 N' r RIM 23.97 15 STORM DRAINAGE NOTES a" Pv; IE ta.u7 _ ___ __SEE CROSS SECTION 0) - EXIST. Ca TYPE t 1 EXIST. W s is Pvc IE t''.b7 --"- 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA N , RII,1 24.07 1 CC 16, F8-t (5»­:DLa,) j EXIST. INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY S 8" CMP IE 21.97 RIM 24.49 - - I C3 i6, F8-19 (54" DIA.? SEWER MANHOLE. N N 12'. PVC IE 19.39 `> I I' -I �'C -- 'gym 24.05 STA. 24+14, 24' L' I E 2a" CMP 1= iu.10 /� ^E'7 .,(I 1' I�I� EXIST. CB TYPE 2 {4°." Dh.) CL ce No. 4a , TYPE 2 ! __._ _ - Y o I �' I N 12" PVC :E 18.42' EX[S:. 5,X Q2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH 3 54- DIA. I - EXIST. C9 TYPE t - - �' -CMP ;t rs. s' m `tj' ;i �� aw tz"Cr7P IE 2025 a BASIN DURING CONSTRUCTION ,� i!it' Il ! NE 1T CMP iE 19._^ Sw i8'" '0mc IF'1 l.01t ! !! NE 6" CCNC IE 21;.7s= (n 4, RIM EL. 24.0t i RIA9 23.90 r 12 S 24" CMP IE 2L`.47 S 12" CMP r 2'.75 I ! I � E r" CLAY IF :9.95 03 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN ' I I' E 21" CLAY 1E 20.64 IE 18.57 24" CONIC W i -'. � e! i ! I w 2a" cclac If: 1s.as ;' PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM IE 21.0"t 8" CMP N EXIST. CB NO. 46 F.. �, I, I ! G_A'! IE 2Q6'% •! IE 18.57 24" CPEPIE I --- SSM:-i R01--11 �NIETRL I .� % I S '2"P'JC !E 1b.77 i - - PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE RIM 24.59 CB IN .7 .,1 EXIST. ce IYPF. 1 --_ i'1 -; I j�• '� i PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. 11 ! W '.05" ",]NC IE 1,56 RIM 2356 �' �j j i jI 1 N I1,08" CONIC IE 1.56 SE 12" CMP IE 20,76 . a I y j3/ � r ��� _X!sT. CO T-, E 1 ®CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN y 2 I v �E 12" CONC 7.36i f ,' X"ST. IFRF_l _ i i i I • RIM 23 88 i EXISTING STORM DRAIN PIPE. � 1 � 3 .' i1 i s: i � I �. PI,1 -32t �aVJ tY � 7' i3 M PL o; _ I _ _ S. 7TH STREET 1 �� i f s� s" cove IE 2 6t 2 2 w O CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE t=n 20' 10' 0 20' 40' ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" ' 1 G _ x ra 8� F 24'-6 61-60 CONC SO Ex 24CO L SD 3 " • i - " 45 - _X. 2 C� _ ._ (n ©CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM e�p r - ,.: cr.. 7r �'d a. u:� r..-+,,��.. s - �-�,. .�..�. .++••°,.,� 'fi' oFts...:�' s?sr+rx 'Y-'S cf`�.„.�:� � �� - - 38 CPEP 36 CPEP SD N EWE + 1 s :'.:-; �<-"N�-•:.. .. .„..,.,,.: a...s..-zr .a....c...._.r �w� ..,.:-.. _.,.. ,,..:". �= _ F ,y'.. ,-�---.tea-�:a.:' ,.�=-•-,^,r?c:�.--sr'::.�;da;.. DRAIN PIPE OR SANITARY S R - 7 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL tAlN 1 � { -,� 25+00 1 I 4 2s+oo 27+0o N SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR i;' SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY 7 ----------- - --- - --- vl CITY " s N0. 48 CB N0. 49 -2"; -- '- -___-� -- --- - w ® CONTRACTOR SHALLOR DRI LL L EXISTING CATCH BASIN AND pvc S 2" - 17" s -. -- -- --- 2 - -- -- - z CONNECT NEW STORM DRAIN.MON. PT _- =i �C7"' „ _ i _ - i _ _ O DL122 - - - T' - CONTRACTOR SHALL DRILL 1 " HOLES AT 2" SPACING TO PROVIDE -E 2" )PE an,_1• �� C n F KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE _c= - \�L� e EST__ - WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. } 1-("k'IST. SSt vi > ,9-tb (RO1 6.) �\ 1 -'--- J:I ssMH Rol s6 - e 'z' I>v IE a.ab nuLT No. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL I RIM 24.55 % { " I SEPARATION BETWEEN CATCH BASIN AND WATER LINE. �I SW 12" CONIC i._ '5.18 (I.511D.) I N F" PVC IE tBJb 3 �. s;' r N'w t2" ccNc 1E 14.28 I ! L- x1s?. cc rrPE 1 j _ CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" ti 1 E 12" CON:: IE 18.-"-b 26 j\ \ EXiSL ,/ RiA1 24.CS 1, 'w 8" roNC !E \ ' M' / fi i FOR REVIEW BY CITY. 8.78 I -_S H 5319-19 j \1 Exlsr, cP rti':: _ K sE t2" CONC le zri.ss R,M 25.01 RXdS i-1A7 T� 1 �;� "R'Oi26 ay W 12" CCNC. !E 20, 80 �, 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM i` NE t8" CONE :E 19.5t 1 I Ea. r. C5 TYPE. 1 E 1z" CONC !E 20.17 r; 12" Pvc t5.33 ;a? PIPE PRIOR TO INSTALLATION OF CATCH BASIN. 2" CONC iE 19.51 I' RIM 23.93 w 12" CONC !E 20.27 12'- PVC t 6.29 ! S ;2'• CMP IE 2t.48 Sw 12" CMP IE 19.5= ^ i ' tv 12:' PvC 1, 55 I ! ©CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. w 12" CLIP IE 21.a3 i V CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED �j SOIL LOADING. N !n .............................. G............!t...............................................................................................................................................................�..;............�...M............................................................................,...................:�, W CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE .. .lA.:.... .. W J ................: ...... ...... '.::::.....:::::: - :N. o............ ..........:....':: :':: :::. . .......:......... ......... o ....... ......... ......... ......... .... .. .. .... .... .. MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING ....... ........... .... �y� w L ........ ......... .........:......... .........:ti........ ................:.......................................:.........:.........;......... .........:...... .... INSTALLATION OF NEW SD PIPE. :. .:... Y . ...Y.O.V'...W. N......................:......................Q..........p.............:...... ..:........:... .. .. ... .... MY .:: ::.:,{!...Q..::.:0.. ................. .r:::::.tr... .: N .......:.........:........ .. .... ....... .:.:::: :.�.::::: :::.: :..:.: 30 .......:.:.:...... .........:.... .. .. ......... ........ ...... a 30 SHEET NOTES: ......... .........................�.1. N W N•W N .......... N.......................... ..,......:..VJ...............:. �...............:............. .. ....... .... .... ... . .. ..:..r..............:...................:...................:................... :........ .. ..:. .. .ly N .�.... .N.. .N... b ........:.............. .. .. ... emu.. .. ... .. ........ .:. ,N.. .W. : .. .w. : .. ..... ... ........:...... ...:. ...... ..... �.....W.�.W......z..:......... ......... .........:......... .........:�........:.�,.......; w::::::: ::::'.::::::.....: :.......:;:::..::.: t SEE SHEET 15 FOR SEWER ........t'.. W............................ .....................Z...J, L).. b.N...u,.... L...............................................:..... a-:�.Q.�...... EXIST: GROUND aEV:...... ; .... .. .. z ..'+� .. . ... :::::.. ....... ^.' ::::::: ' Z N ......... ......... ; ......... " :: CONSTRUCTION PLAN AND PROFILE. Y.... z' ......00 ..N ..�.. .m. .. 3•....... ... ........ ......... .........:.... rr .. ................. �.j.:...._....� _ .�.x......• Q.;.........AT.. .R.OW.:::: ::::::::: :..... .V .., �..;,........:.........:.........:.........:... ... :Gi::::.:.....:... .:... N .. ... .N. .. ... ...... .... :..... �... �-.'.. ♦-.�... ..� ........... ...... ... r25 L7.:. Q. N ........:.................:... ......................:.............. .:............... ....��:.......:.......................................:...................., ............. 2 CONTRACTOR SHALL REMOVE AND m�s. .. �w�ve.•s�.�ea��ed�•u�ec�evcr.•?.n w� wcv4" .. .. ... ..... ... .....................................:...................:......... ....D.I. . .........:...... ..:......... .... .,.. ... .......................... ...:. .s.: ..: -24'.0 :.:V ... . .e�.... ........................:...................:............ o: .........:.........:.........:. 7!�.r: .... .. .. ..... .. .. .........:.........:..... ' ^: �� ;r DRIVEN VERTICALTTH THROUGH EXIST. 24„ ................. EX. �24"•CMP '5U' �� PIPE :EX. i 247. :GONG :50 ........:........... 1•s' ,m; i :::: . .-r ......... .. ._, ... .......:. ...:.........:.... :. ....................: CONIC. SD AND APPROX. 6 L.F. OF . n EXIST. 24" CONIC. SD. INSTALL NEW .... fl „Syyam. . . . .... .. .CATCH BASIN AND 6 L.F. OF 24" D.I. . : rJ•' .... .... .� .. ... :... .:. N.. - • • - SD PIPE AND CONNECT TO EXIST. 24" Yy -r--•° G,. rr 3 ; ::. ..... CONIC. PIPE WITH FERNCO ADAPTER. .t3."-�...k, . -i g.°d:v. . �' n; .;fl•.. , R� yi,, ..;., r� .'�Y: :z; ..� �`1f.. t°. n�V •.:ice.:.,. '.L.x'-"� s.: X. r:- i.. `��' '.� {' .i.�. . a... ..a---'-' aHr. ..7•:. :•>..'1. s _ ...� ✓c,..Y,•' z: ... a li. ;u. ..5.. s- :. � - � , ,. -. •.,:,r a ::....,.a ':r � ;vim -:. i� ................. .:.. r erc ._.:. - •....>... t .....: , .i.. �!.. � J.-..... � r:r..... +, r .,2. �: ,��, , r€ :.;7a , . �- . . s - % ., r , .e.:... .rrr,:+' .. > . .4.w.. .. . d .„��3 rh. :�.1"1�,.a 5`- ._, .t,.„, .�,�,__. „^_ .. .-'`{g'��. ..1 __¢._.,, s,,.�.. �%k .,� •_z;•' �,7, z q •w NEW PIPE SHALL MATCH EXIST. PIPE ...... .. ,S.- .:i:•.� <i , :� :t. �,. ...R?. 4 7. �. . ). .i} �.,4, •�;! mf 1^h` s-� •a �. 4 ': �' u 6 � } •_:K - � .ie ... u. r.. 'I'r_ 3i ti.' i �:.:4.:. s I s•& 4 gayF: -R' "t 1Q-aa. >_-.'i.A t Z 5 ... • ...... ... ... � a s :<.: � _ ,t, c , � 15 SLOPE. .....:... ".:K l'; '.l -" - ..e 'ka'"P14 -c.Y"-r..}:� V":. •;6 c�_ e'Y... :�. '^t. .'F i'• - Y, .a: ..E .:I,.n.. .. ' ............ w .fl :. ra.,.r.. S•.-:-,;., a,t. � 6- ��? e, NxLL f'. ".....--ze: �i r�,�,tmt'::�. ;r�w-?; r,-<.., .i.�r�.?,;o-.�k,t ...: s �,•a�fir . ,-a.b1w;%..?;� .., 5��.:�:n:g 1 .. j �""e..... .�.:, ,_ - � - :. ' . ' .: ::...:: ' : ::: ' : ' 485. L.F::60": CONIC. SD: Si: D.0004 ..::... ' : ? . ' ....... i ' ' .:: r-+:' S-Y: F. 36; :CPEP SD S= •0.0004 i 88 LFa : 0 pl OPEP : SD ' S ' . O .. ... 72 3 CONTRACTOR SHALL REMOVE AND ;Ex.:108..s ...:::..:.............................:.........:......... ... REPLACE EXISTING 24" CMP PIPE WITH s ::cr .. ... �.. �.:......... ................... .........:......... ......... ......... ......... ......... ..... .........:... 24" CPEP PIPE BETWEEN EXIST. CB �.Q.......:.:.:.:.:.'.:.:.. .... �. .........:. ... i 10...................:.....................................................................................................rnr...........................:........... ... .... ... AND CB N0. 49 19-LF.:.:::::...:::::.....:.:::.......:!:.:I:... :.........:.........:..................:.........:.........:.........:........... ......:................. .... .. .. ... ....................:.........:.........:.........:............................:.........:.........:..........:...::.......::::..:.:.:::.:....::..:::..: 5.....:.........:.........:.........:.........:.........:...................:.........:.........:.Sd:O.DOOa:.::: .:. ...............................:...................:...................:...................:...................:...................:..................:...................:..................:.................:............ :.........:.............................................:................. ... ... .........:.........:. ..... ::::............;.... .... :... ..... :.........:.........:0 1:.........:.........:.........:.........:.........:.............................:.........:.........:......I:::::::::::::::::'::::':::.................;......:::::::1:i: > Lj CHECKED FOR COMPLIANCE WITH CITY STANDARDS 23+80 24+00 25+00 6+00 27+00 27+20 Q N_ Y BY'---------------- Date '-------- oR BY'---------------- Date'-------- 0 0 O By,---------------- Date,-------- =NI NCB W3 NC)I W = • 3 �x ; �� 3 z ---------------- -------- GT"�`� ml 3 Z �,, w w N Z J N cY5 a -----' --- -- - . 01 eg N N -z OU p, a d J w a O in W o a a - ; ---I --- --"L- ------------- -• �-- - Gl Date, RECOMMENDED FOR APPROVAL �jjl $ z xzl c0- c 00ou o I I I -�..._�.. rlj�l By, -- I ODnte,R------ 1 �o ++ <- °° o��a SHEET 1 4 1 5 6 7. 1 j8 % 9 ! 10 11 \ 12 _ BY'---------------- Date, D VAL ,7 N • N • ,O •- Date �0*21M�°t °°.9 n ti z ti I J m m o a N o �, a m a ilJ a v wa -- SHEEP LAYOUT $Y'---------------- Dnte,-------- S320NAL BAG N~ xo w Np7w Y'____________ dm Z^ o DWIM 7.12_M In> La w W W W In0 rxW W Go3F W W Z J D9- 2 5 111 sT� .max S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT �t/13/oa �� � W � ��� ad CITY OF OiY y SC��, In" DRAFT °w"LL REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. J.N.J�N' DATUM °A""10 CONSULTING ENGINEERS <'�`luW Planning/Building/Public Works Dept vrnE, WASMGTM %em cm6) `esi.mso ----_ --- - N0. ---_- REVISION BY DATE APPR �.E, ';" " ' 11 ' 27 PLAN AND PROFILE STA. 23+80 TO 27+20 � I I I STORM DRAINAGE NOTES 0) i 2s.c O7 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA N INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY - -- - f� SEWER MANHOLE. N CE' T'!PF 22 (84" *,),,) -j - O CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH j I i RIM 25 `5BASIN DURING CONSTRUCTION L in I I I EXIST. � `N z uUP IE 20.91 I ,XISy - Cs 16, Ga (e" DIa..) I Nw 3e = 19 s t -1-CE r,PE 2 (,LPN ) O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN RIM 25.14 NE 36" CONIC 1=-s.�a RIM 2e..a5=-. PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM I � i I � � I N 5 o L 20 t9.80 I L ` '2"!OniC IE 21-�+ L - '. PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE - XI N 1 F,01-1 'NIErPO, 'g g l.- 2'.52 E 24" CPdP IE 20.53 i _ "- PIPE -TO -CB CONNECTION FOR PVC AND D.I. PIPES. ',q 24" I i I RIV, 1 G 0 I W 36" CPEP TE'-19:58- i i \ log' r IE EXIT - - ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN ssCC "tl 7 - �A nn E ce "PE z so" olA �, - I I 3 �I ' I \ F. 1 a" ko ;I. .s ` EXISTING STORM DRAIN PIPE. S. 7TH STREET i TOP z 3 \1; Rlif 2 o j ! L PVC 022,90 Rife 2s 7s= t i V� I yY 5 .C.J `I 2.01 I. I: 3 ,A' 21" CLAY F 209i 1 h II f I 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE -2.s� - ¢�__I - - -' - "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE + I -�- / p EX. 21" C ,Y SD I------ 6 ,� I x`' rY 2 --•_\ --2 ---- 4 1 ! VERTICAL SEPARATION IS LESS THAN 6" - -- -- s LSD A I r - 36'-CPEP-SD -Fx_ - ' ~- © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM --r �: .e.•. s.:`« ,Ka...m�u.,w «eco- s_,,. ' - .a+r�`1..uTs:osu+,v> e:>=:.�C-„- ..,.r«.a' <- u::r: -a %- '_.� O r,_ _.. �.. , , Y� r, DRAIN PIPE OR SANITARY SEWER. N + n t Er �' rraa so o a 1�- 07 CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL a 29+00 ! I �j G 29+00 I JO+00 ! _., 9. 13 3 +ooi �� SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR --- 1 d - "-- --- { --- - -' 5 �t;� -- SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY ____ _______�_ IS" CI 'N 4 ---____.---�. ______ 1➢" C� ''- ___ __ _ --- �I�� —N--_ _—Vf_, I CITY. W `— X L EXISTING CATCH BASIN AND ---- -- -- z a 1 --- - 2• G - — ---- -- - {� - - _ — '------------ — 2' G ---- ----- -----------1 FtyEav--------- vj n _2:-_^a.^ a 8 CONNECTNEWSTORM ODRANRL __ _. -_c;_Fl. -- vi -- Q CONTRACTOR SHALL DRILL 11" HOLES AT 2" SPACING TO PROVIDE _T _ _ — --- -_ --_ _ - } T - c i _ _ _ _ -��, _-_ KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE -� WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. I � �7/- �; F,') ! I I // ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL I . RIM AREA I,tL1 I .l SOIL BORING TEST RIM zs.17 f ErasT----= SEPARATION BETWEEN CATCH BASIN AND WATER LINE. PIT (2003 HWA) BH-6 E 1 I y'� ul IE =3 = 1 %/ Rik,, ;� 32 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" E 2J.F.2 17 � I SEE CROSS SECTION 16 J V SEE CROSS SECTION V NN 12" ,ONC IE 22.671 FOR REVIEW BY CITY. 14 I _ 14 /--- --?n. it i� S 12" CONC. IE 22.' EXIST. 4RFq IN LE rXiST,-_- 20' 10' 0 20' 40' I IF2 z+S / 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM ',P ' PIPE PRIOR TO INSTALLATION OF CATCH BASIN. N 6" :;ONC IE 23.74 RIP,I 25.13+ s 4" D ':E Zs.ES - rn a' Di IE zz.Cat © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. ................... ............ .......................................... ......................................................................................................... .......-.................................,..__.........................-..............................................-..........................................._........................._......_............_...._......................._.._._........... ............ CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE .........:.........:.........:.........:.........:.........:.........:.........:.......:-:::: .....:.........:1........:- .......:..... .. ... .... .........:.......................................:............................. ..................:...................:......... .....:..: :.:...::: :.::::::: ::.:::::: :::..:.:: ......... ......... ........ TLAN D CEMENT CONCRETE FOLLOWING .........:...... INSTALLATION OF NEW SD PIPE. ....................................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.. .......:.........: :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...N:.y..:.........:...........................:.........:.........:.........:.........:.........:.........:.........: .....30...::':.'.'.:...:.........:.........:.........:....y....:..y. x...;.........:.........;.........;.........;... p..:.........;.........;.........;...y.....:.........;.........:.........;.........:.........:.........;.........; 30 ... .... .........................................................................a..............z..a......... ........ .. .. ... .... ...... ............. ..... .............. .............:........ROUND-ELEV ... ....... .�.. W.. .. .. .: .....' ......................... .. ........................SHEET NOTES: :........-.:......... .......... ...............w....:..w w ...:.........' .E'XiST.'GROUND;ELEV..;.........;......r..:.........;.........;.........;...w. .. .. .. EXIST.'GROUND'ELEV.....:,........:.........;......... :........:.........:.........:.........:....-....:..-- ....:........... .. ... .. ... ... ... ... ... .. ...... AT..R.tl.w....::..:::.:.::.::::::`::::::::...:.:::..:...::::...:.:::::::':.:.:::::.:...:::...:'.::AT.': R:O..W..:::...::::::::...::.:::.:.::..::::...... 3....:..�. ?...:........:...................:.........;...Q.. ...........:.........:.........:...�.....;.........:.... ....:........:.........:.........:.... .. ..... CONTRACTOR SHALL SUPPORT UTILITY .:... .........: .............,........"... O ....... :.. m. N ... .........:.::° ::::.....:.::......:::...:: " .:. .. ............... POLE DURING INSTALLATION OF STORM r.. N _....25.......:.:.:.:.:.:.:y: i .........:........c¢vzvbi,:... „1`y......... ........... ccaca .'•caeccm acuuca�... .. ...mace«. ..s.......:x<re eTe cecu<.,��zc cc�. ,csercvxva.,ovx�vzv...... :vvw.av , ..v<oavi .. 25 PIPE. COORDINATE WITH UTILITY ...................................:' COMPANY. . ,L. ., ......:. ... .. ,C ... ... ... ...... .......................... ........... EX :21': CLAY' SD' : : ' : : :.........:.........:...... EX. -24 "CMP 'SD:.... ....:.. .p;,�...............................�X..�2, ..SD :......... t:k:'e......:.........:.........:.........:......... .........:.........:.... :... :W:... .....: ..................... .... ...:. ... p ......<:. __......;.. ;-;a .� . .. (/i :. .. .. .................. ........ ,# .: .. ::::.. :...::.. 0 .1,.:,�':`1 x 'N'3 Tay n�'}3 f :q 1 .!/i . o :. " "' "". "" iUi " °erg s ': _ a a!S' O COEDAR TREE AND NTRACTOR LROOT MBALL OVE EPRIOR ... . �d 2 -..•.2Q. a TO EXCAVATION OF STORM TRENCH. ... ............... ........:. .... T 20 -. .i�.IF.,,r1�A..�' {""` : ' .n, c l:'sx` of r r;3 � �.. ; 'VkJ' � ..". � '�_ . � a -i �. .s.«. 'fi . :F..; :•G 3 ! . Te-::. F v+ �a.�. �u ��..�;�;,,�-,a.e. �'.. k .. .. .... .. ..: . :: �.-.-.,v,. s•.1„ p:.:_ £,4-•.;.ra.,. e -. ._..;C: ; u.•z ..:`:¢¢ ,.5;}..i .F �. - 4., t,s,knS', - ,4,3 �•� 1'. r -. s, f ..A.-F'. fk. •es ;3_xx2:�_�_: �.... .... ... s.a, . , Dar.. .5#.. a�.. •:'�Z.i�.. r ...,....au.: �.:...,.... ... tf. ,i a..a...,..... '��::s.s��.-::fi.. , s e3. "'.5.:..:.,.r.r.}......... r i - ..'i `tt ,.�_1... _ 7k1? .r.. ..... d ��,. ,, ram#-�•a.�•g: <,A.. � n ....,�� ?`>ec�'� ,a`;? -.,ra1 0 "` 4�;.rt;�,.,. ,.r.,___ � g .o;dt1 3 CONTRACTOR SHALL ALIGN 36" CPEP • ..-� .. .P_. � �., D .:�. {` S i 1 U G r...... J } Y?l. C h .�, ;f'Y.�: C- /..:r:i'.... .e ...s..:e. ..:... .. .. ... ... O ...1,.,. + 5 i .£� , a� � d. s r :..a?..:1h. s , .�i.s_�ti �. ' 181 L.�. 36 . CPEP 5.... ... .. .. STREAM CB TO AVOID ::: f"rz3'r'f 1�x,�:r".s�-'ti'{'.,._..a-. Ss '0.010: ' : :::.. i .:..... . . .:: :. `= SD AN DOWN 15 ' i3ra ..,., } . - _ t............107 .. 36' ;CP.EP :SD : s `"• . .. t:: 15 METRO DMANHOLE. .................................. ............. ............. ........ r............:...................:...... ... :. " CPEP 5R ' 5= :0.010 Q. , ..... -„ .. ... ..... . . :....... ...........:1.68. LE..36..................... ... _ .. :::::: , :.::.:. .:... .. .. . ... ... ...... ... ... WW Z.: :. ,�: <:.....: :.:.:... ::: :......., a CONTRACTOR SHALL ALIGN 36" CPEP .... ..... ... ....... ...... Ez;:1as.:�: . :::...: EX.:Yna":S::.......: ::......::.......:l:......::::::.::.:::::.:...::::...:.:. SD PIPE TO PROVIDE 1' MIN. �E'X'. ' 108': 5� � ' ..:::*::... ...... ...... .... ...... ... .... ... ... .. .... ... ..... ....... ....... ...... ... ... " " ... ....: :. ..... ....... ..... ......: SEPARATION BETWEEN KNOCKOUT AND 10 r.:.........:.........:......... ......... ....... ........... .........:.........:......... ......... .........;......... .........;......... ..... ...........::.......::.:.....:..::.:::::::.: 10 ..:.. .. :.............. .....:............. ......:................... :............... ..:.................. .......... ........ ... EXISTING 36" DI SD PIPE. :......... ......... ..... .. .. . ..... ...:.. ... ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::I:::::::::::::::: 5 :......... .........: 5 ...............................................................................................................................................................................:..........................................I......................................................................................................................................................................................................................................... 1.................:.........:......... ..... . ..... ... .. ...... ... : ....... :.........:...:.....:......... :......... :............. ................:...:.....:.........:........ .....:.........:.........:.........:.........:..... ........... • 27+20 28+00 29+00 30+00 31+20 PJ� Y a B to Y'---------------- Date '-------- 0 F, BY----------------- Date'-------- . w _a �� O BY'---------------- o Date'-------- *Clv= l z w p Q B Dates .�-. 3 to 3m < 3 ,n 3 .�/ _--•i �r-; Y�---------------- -------- .1rSmJC'.T♦'SEaE s ao: w,0 N 1�ooiEa�i JN mwm•wa - izv ryz_-S-W- jj-'-- T�.wi w . o / -�- -- .-r- -- - I RECOMMENDED FOR APPR OVAL LID w L) � 0 BYE *� --------------- Dnte'- ------- 0� �+r n 4J BY'71 8 ________I LDnte gIN+N Nn -H : BY'---------------- Date'-------- o�`rS �I9Tid 4� I'd JN +W +-HcNz -jo QW,pp� W m SHEET LAYOUT BY________________ Date '__-_____ IONAL FQ Q In N N N L) KWwW W (/lf~/lu KW E1�I5: T-1z_� N w a W w w w Z DT- 1219 5 912 > � MW S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT .T. �° ""`�" CITY OF 1/13/04 DRAFTC=�7 �Da+ I� REN TON PHASE 2 - LIND AVER SW. TO MORRIS AVE. S. CONSULTING ENGINEERS M W �— Plc nning/Building/Public Works Dept. Tm ax.w •voaa ,o+n, ac�c sm ,,,,"„� ,�,,. AT PLAN AND PROFILE STA. 27+20 TO 31+20 surnc. vwwwcm, se,ov czow te+-aeco N0. REVISION BY DATE APPR K.F DATUM 12 ' 27 M'',REN TON \02640\FL—EI\PHASE-2\CROSS-SECTIONS-G.DWG, LAYOUTS, 0111210, 11:11:05 AM, 1:1, BY: J. NERMO S W P-27-2959 S r 2 'O D a 0 m a ;:u n m� z� 0 0-71 0 0 A O C� C D m m T. r O v z m m v O m K z O T r m cn m m r z 0 m O K O D m a n m 0 nCn 00 cn m o O z I -WR CJ)N nC/) 00 cn m o C) O z ao I p n cn ncn cn + m N n CT O z 4p n D co M N m + n 00 ao O z w N N :O :C>t :O :GI fro 11!1RENTON\02640I'LANSE 1\PH4SE-2\CROSS-SECTIONS-C.DWG. LAYOUTS, 01/12/04 12:44:11 PM, IJ, BY: J. NERMO SWP-27-2959 0 07 2 D 2 9m co mcj) N JJ m r m m p 70o D 2 Z m Z m m � --I -0 0 O v o KX m 0 O M to m 70 < Z oT --A m m -o O m C> i n 1 cn cn N Cn co m q �z I IN C'> 17 D Ccn o m c + c7 N w O Z .........:.........:.........:...................:............ ................................................"..N...............:......... . .....:. N y......................... ................. ....:............:................................:........ .........:.........:.........:.........:......... ..... ,� :..: o .. a ..................:......... . nw.... A N:::::.................... :.::.:.:.: .............. ::.:.:. ...::.. ....... ....... .:. .:. ... STA.254-50, 3&5': L :: E :::::.... ... ... • ... ....... w'D..... ... N::::.. " to..:.:... ......:.... ..................:....._....._.....:..---.._._............................_.a........... Sfl::9::::: 0......:: rs. N. ..... ....... --- --" - — — —.....:.........:...�.................. -... .....: RIM .EL..5& ....:................:...o.................LX ::::::IE:2Q.36:12' CpFp:SE:::::::.' . ::::::::::...... ........ ..:.. ..:.. _. ..... n ..... .::.$iA-25+57 ::::..... . :... .. ::::::: 1....... .. .. .. :::::: - ............. :.:.:.:.VAULT.:N0.:.3:.:.:.:.:.:.:.:.:.E.:.:.:.:.:.:-.----:.:.:.:.:...----.5.:.:.:.:.:.:.:.:.� fi' ;^' :.:.:.:.:.. .:..�..... .......... SEE DETAIL'ON.SHEEI IE .59.87' 12 : CPEP. W n ao- .. .......... 4-r 1 ::: IE 14A5 60' UQNC W ' ::::: P. v. ' �� s.;.t . .......... ' .........E IE 17.70.18- CPEP NE: i :::...... .... A ...:. �,:,.,.-s:, .>.: �:.. •r.;>.x Yos. .:........ . ........ . ....... .............. ...... ...¢.....:.........:gc...... .......... CB, NO; :45.: TYPE ;2 ;(60"; DIA) : ' .::::: ......... ; W1. ROUND SOLID-UDCKIN6. UD..... ? .... -'. - .........� 2r� .... .:: ....... . .....:.................. IE t8.00:18 � CPEP SW ....:.. InN... . .........: .........: IE �}8.50�12'"RVG N ..:......... .....£.: :.:.:::.:::.i:E: N... :..i:::...:..:.... IEti995:12' CPFP: NE.... ..............-- ---..'.:: o ....:....:.....:..:...:..:...:...:... �.................. o.�.I:.. ......................:.......... .:........ STA-25+90: 44.5-L ...:....... ............ N.... ....: RIM:EL::232,1:::::::::......::::::::::::::::: ....:.........:....m.... .........:..........:. 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N ....... .........:.................. '........::...:::..::�........:(r?...:.:. :(J........:...:::: -- GRA.N0+ _ ........... ........: RIM : EL . 24.86.:::::::... .... . ........ IE :1.7.30 :36- CPEP: W AI :E ::::...:.:::::::: i :::: `� .::........ .......... :........ . .........: IE:1-7.30:12'- CPEP. S. :.........:.............. !•1 :......... ................ ............. ....... .. ............. ..... ................ .... .:.:..: ..... . STA.29+17 27':R.:.: :::::::.: :::::::::::::: .:.»;%. ......... EC6-NG. 53.:TYPE.1...:......... i...................2i,":..::: RIM-EL-24_64 .................:.........:.. ........ ..........:m........ ................. .. ............................... ....--------- ...--- E�IE-19.64�12''Cf'EP-.µ...:................._:...................:.. IE:23.89t:g7:0.L:N ...... ...:._.:.-.:.:.-.:. ............. ........ ....... ....... ....... ........ ....... ............ . ... ...... ....... ....... O ...............y.:C.:...... ....... : �-... ... .. N..... L7 ........:Z..... .. ... ........... .. .........:.........:.........:.................... ................... :......... :...... ...:........................... ......"............:...................:................"..:...................:...................:....l7 y ----- ...... m ..... a. ...... ........ :......... ................ .:. ... .: .........:.........:.......----- .---- ..:...:::...... ......... ...... N J rn rn N r; N 5319-1 14+00 : f : 'IV' 9' OS __ ... i S.W. 7TH STREET 15+00 T � � /I aI i i IT I y ' ��, 7't ;ss \\\\ 7 -� I �• I SSMH N� INSIDE54" DIA \' EE SHEE I I I I I a f CB NO. 44 S. 7TH STREET A ,�r, _, y ''• i i I I E$IST. SSMH NO ROt-71 METRO --- --- Ex 2 'INC SDLJ ,.n -.:..v - .....si.. 4 ..0 3: ':e..�1Zv u - al U - - R-i+c+3. 5 A : �'•S".t'� .; �'K+X3K:t�A3 -M3 '4i ..t• ... . '_-�'r,� T125 uL T j 004 124+00 { ,I S y;t i 12•�C S ��_�-'2—j— MO.. -- - — — — -- 4 2 EXIST. SSMH NO- 5319-18 (R01-66)-- j \ �� EXIST. SSMH NO. 5319-10 (R01-65) a \�� , 1 EXIST. SSMH NO. R01-66A Ij 20' 10' 0 20' 40' Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SANITARY SEWER MANHOLE. O CONTRACTOR SHALL CORE DRILL EXISTING SANITARY SEWER MANHOLE, CHANNEL AND CONNECT NEW SANITARY SEWER PIPE USING A KOR-N-SEAL BOOT OR APPROVED EQUAL. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. SANITARY SEWER MANHOLE WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. O CONTRACTOR SHALL CUT AND CONNECT EXISTING SANITARY SEWER PIPE TO NEW SEWER MANHOLE. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING SANITARY SEWER PIPE. O CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE EXISTING 18" WATER MAIN PRIOR TO INSTALLATION OF SANITARY SEWER PIPE. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 18" BETWEEN THE WATER AND SANITARY SEWER PIPES. SANITARY SEWER PIPE SHALL BE CENTERED UPON THE WATER MAIN TO MAXIMIZE THE DISTANCE BETWEEN THE PIPE JOINTS AND THE WATER MAIN CROSSING. © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SANITARY SEWER PIPE. O7 CONTRACTOR SHALL INSTALL SANITARY SEWER MANHOLE PER CITY STANDARD DETAIL BR 28 COMPLETE WITH INSIDE DROP ASSEMBLY PER CITY STANDARD DETAIL BR 18C. ®CONTRACTOR SHALL ABANDON SANITARY SEWER PIPE IN PLACE BY FILLING WITH SLURRY OR OTHER CEMENT PRODUCT SUCH AS CDF. Q9 CONTRACTOR SHALL ABANDON SANITARY SEWER MANHOLE BY PUNCHING HOLES IN THE BOTTOM OF THE STRUCTURE AND FILLING WITH CLEAN GRANULAR MATERIAL. SHEET NOTES: !� 2" GAS LINE TO BE RELOCATED BY PSE. CONTRACTOR SHALL COORDINATE WORK WITH CITY AND PSE. 2O CONNECTION TO SSMH 5319-175 SHALL BE INSPECTED AND APPROVED BY A KING COUNTY REPRESENTITIVE PRIOR TO BACKFILLING. KING COUNTY UTILITY NOTES: KING COUNTY DOES NOT GUARANTEE ITS PIPE LOCATION, DIAMETER, OR INVERT ELEVATIONS. FIELD VERIFICATION IS RECOMMENDED PRIOR TO CONSTRUCTION. ....... ....... I.i I.... ....:.........: .........,........�: ... ... 0.....:.........:.........:......... .. ... ,.........:......... .........:.........:........ ....... ....... p a C .....:...... ..:... Ui Q HECKED FOR COMPLIANCE WITH CITY STANDARDS .-. ate. Y _ P j By----------------- Date --------- sit I ¢ I �q O� By----------------- Date'-------- m I z w ,n �y z o' m I 3 z Q O By'---------------- Date --------- Cal o z _ 1. o '' a p a o or m a °p a QP N B __ __ _ Dates________ STfl E a rn o 3 wn 8 a Z = W> 3 w a t b a m 3 a I i SW 7TH I ST. i g aT aag n n m m z m y o vv Z N W J �.3 5 v v w < w cWi p a n ran z w cwi p - �- ._. --- I /-------I'--; I�• i' --------RECOMMENDED FOR APPROVAL • 4 ♦ J w z 3 J W U Z O 3 ,("j 0 Z U m Z Z 4� ii :n U U p Z �4 .._ -_ _-`_--� & U a c� z U o J: .� U o o c� U p w a, z z I v U o u z z z 0 I s I jF ( r B Dates $ m o cA cA cA o) d z a z o < o I z rn z o o z N z z I o �,, cA z ao o l o o ......-�---- I -I- ,1----- j l Y'------------------------ Nz »> Nz >000c� xm ate- oa m�� ;�ooxg ( UU o >o oc;�2m - ILL.......�:r0.0.0,������ ' a a a i ,o a U o J �n U 0 m u 0 3 r> N a I m a o x m .- z m SHEET 5 6 7 18 �' %9 I 10 1.1 \ 12 t BY'---------------- Date '-------- o I`v ' v �z ^� �� o� oiM= ° �o �z om ma= mx �z N` . p�z -.-i S 0. N N N• N N V) K r a: N m N M N N N y----------------- Date'-------- "O O 21088 9 «'nmmlD N� mWm m-�JO N ��m 6 NN UNNNJO m e O diO m�-JO <� �JO W B A�4ar9T{{{\ +N N��m +(n NM mOMmm Z +00 NNmWN +O� ^�mx Z +O �'�f +(n Nm mmm Z- +7 mm Z Q SHEEP LAYOUT B Dates________ Sy G JQN7 V-a)c�Z� Y2Z V)<9 aZ 03 W <O ZZ� az n <NI Q J� U ZZ� y' AL w W rn �� Q w J V) O I W m N a) h Q W W O a) N -t r t` Q W N N? a W mmm H mN200ozz m0 Om ZO :C mQ\ mZ = wmmmmZ 1- ''�f vvJ mZ aN aN p0 d,� g� Q2 ����; rna pZ <� ��o aN ���_ <N �8z Z D — 2 S 91115 E7�IRE5: 7-12-2004 �w �www c�nu �ww wwW�� �jjy31-y�ww w �Nf �w ww�� �NIEWw �w �w ww wou Nul�w ww �� J CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT "/04 DRAFT M.W .� �•=may �De�Orne� Ina J.N. REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. DATUM CONSULTING ENGINEERS �''®`y,ay � � � � Planning/Building/Public Works Dept. sum[�w�in. ww TMcm ) --mso NO. REVISION BY DATE APPR K E °dtlL "�O1m"x' SEWER PLAN AND PROFILE STA. 14+30 AND 24+20 rn In rn N N CB NO. 18 Ct_ Cn 12" DIA. CPEP SO - (14.45" DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 22.00 60" DIA. CONC. SO - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.80 FLOW INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT t 17' DIA. CPEP SD (14.45" DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 21.65 T.O.S. 24.35 60" DIA. CONC. SD (72" DIA. O.D. PIPE (79" DIA. KNOCKOUT) I.E. 13.80 EXIST. 8" DIA, PVC SAN. SEWER 8" FLEXIBLE COUPLING (PVC) STEEL SLEEVE I.E. 18.43t 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.80 -ENCASE 18 L.F. 8" PVC SAN. SEWER IN 16 L.F. OF 14" DIA. STEEL SLEEVE I.E. 18.48f (8" PVC PIPE TO EXTEND 1 FT. BEYOND SLEEVE). 8" FLEXIBLE COUPLING (PVC) "EXIST. 8" DIA. PVC SAN. SEWER PLAN T.O.S. 11.80 STANDARD SOLID LOCKING RING AND COVER 8" PVC SAN. SEWER ENCASED IN 14" STEEL SLEEVE I.E. 18.48t 60" DIA. CONC. SO (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.80 EXIST. 6" DIA. PVC-- SAN. SEWER \ 6" FLEXIBLE COUPLING (PVC) STEEL SLEEVE I.E. 18.47f 60" DIA. CONC. SD (72" DIA. O.D. PIPE (79" DIA. KNOCKOUT) I.E. 13.86 FLOW 3 ENCASE 18 L.F. 6" DIA. - PVC SAN. SEWER IN 16 L.F. OF 12" DIA. D.I. SLEEVE I.E. 18.52t (6" PVC PIPE TO EXTEND 1 FT. BEYOND SLEEVE). INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16 MAX. HEIGHT 6" PVC SAN. SEWER ENCASED IN 12" STEEL SLEEVE I.E. 18.52t T.O.S. 60" DIA. CONC. SO - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.86 12" DIA. CPEP SO (14.45" DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 22.36 60" DIA. CONC. SO (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.86 FLOW 12" DIA. CPEP SO (14.45" DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 19.20 6" FLEXIBLE _ COUPLING (PVC) _`EXIST. 6" DIA. PVC SAN. SEWER PLAN STANDARD SOLID LOCKING RING AND COVER 12" DIA. CPEP SO (14.45' DIA. O.D. PIPE) (16" DIA. KNOCKOUT) I.E. 21.56 RIM EL. 12" DIA. CPEP SO 25.90t f (14.45' DIA. O.D. PIPE) (16" DIA. KNOCKOUT) /L 9.20 ® 60" DIA. CONC. SD (72" DIA. O.D. PIPE) ® I E9 13186 KNOCKOUT) T.O.S. 11.86 CONSTRUCTION NOTES: 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR DUCTILE IRON SLEEVE SEPARATED FROM 60" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. D.I. SLEEVE SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CONTRACTOR SHALL VERIFY LINE AND GRADE PRIOR TO FILLING VOIDS WITH SAND. 5. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 6. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 7. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS PLACE END SPACER MAX. OF ONE (1) FOOT FROM END OF CASING (TYP.) MAX. DISTANCE BETWEEN SPACERS SHALL BE SIX STEEL CASING (6) FEET O.C. i 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. SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6" 8" CASING DIAMETER 12" 14" MIN. CASING THICKNESS 0.25 0.25 SPACER BAND WIDTH 8" 8" ANTICORROSIVE COATING THICKNESS: CASING - 8 MILLS OFT NOTES: PROFILE PROFILE 1. CASING SPACERS SHALL BE "CENTER POSITIONING TYPE. MINIMUM RUNNER WIDTH SHALL BE 2". 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: 108" INSIDE DIAMETER CATCH BASIN (NO. 17) 108" INSIDE DIAMETER CATCH BASIN (NO.21) A MIN. AT ALLNTIMESRIER PIPE BELL AND CASING STA.9+78 STA.11+25 B. MIN. 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING SCALE: 1/4"=1'-O" SCALE: 1/4"=1'-O" DURING INSTALLATION. 4 of V.18b CASING INSTALLATION NOT TO SCALE o ♦ z,DW o 'A �Oattt~ �4 S370NAL �G D - S 1 6 omorcu.T. """"''"' ilt CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1/13/04 DRAFTm.w._ J.N. RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ��y t DATUM °"� M0` CONSULTING ENGINEERS °Q'"aN.W Plonning/Building/Public Works Dept. DETAILS OF CATCH BASINS WITH ENCASED SANITARY SEWER sums vwmzmr w�"sea,is�-mao NO. REVISION BY DATE APPR K.E. T ' 16 27 rn L0 rn N N CL ROADWAY RESTORATION NOTES 01 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 02 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. 03 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER ,zJ, WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR STANDARD DRAWINGS AND DESCRIPTION OF WORK. D n 20' 10' 0 20' 40' 0 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. y SEE CITY STANDARD DETAIL F006. © CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN, SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. d 07 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER WSDOT STD PLAN F-3b. w z ®CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. (9)CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL BR42. ®CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. 1Q CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH UTILITY COMPANY. 0 n A 0 d n A z 7 U i © CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE SIDEWALK PER CITY STANDARD DETAIL FR-02. ©CONTRACTOR SHALL REMOVE EXISTING CURB TO THE NEAREST JOINT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR SHALL INSTALL CEMENT CONCRETE CURB AND GUTTER IN KIND REESTABLISH GUTTER ELEVATIONS WITH CONSTANT SLOPE WITHIN LIMITS OF REPLACEMENT. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN KIND, 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. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE RESTORATION LIMITS AND QUANTITIES. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS 5. WHERE EXISTING CURB, GUTTER, AND SIDEWALK ARE REMOVED OR DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12 COORDINATE REPLACEMENT WITH CITY CHECKED FOR COMPLIANCE WITH CITY STANDARDS By. ------------ Date:---- By._---_— Date: ------ By. --------- Date: ----- By --_—_--- Date: —_-- RECOMMENDED By --- FOR APPROVAL -- Date: By. Date; Date:---- 8y_ —_ Date: By------- Date: —_-- F s.r. pa, EL CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT /04 ar08� DRAFT BMW RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. cxnfty s aea�J'N' Et — CON DATUM SULTING ENGINEERS M.w. Planning/Building/Public Works Dept. nE; ,", ; �; NO. REVISION Br DATE APPR STREET RESTORATION PLAN rn LO N rl- T W� W N 9 + m W z x rJ Q 1 G m 20' 10' 0 20' 40' ROADWAY RESTORATION NOTES Q1 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 20 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. 03 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR STANDARD DRAWINGS AND DESCRIPTION OF WORK. Q CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. SEE CITY STANDARD DETAIL F006. © CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. (D CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. ® CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. 90 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL BR42. ® CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. 11 CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH UTILITY COMPANY. ©CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE SIDEWALK PER CITY STANDARD DETAIL FR-02. ©CONTRACTOR SHALL REMOVE EXISTING CURB TO THE NEAREST JOINT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR SHALL INSTALL CEMENT CONCRETE CURB AND GUTTER IN KIND REESTABLISH GUTTER ELEVATIONS WITH CONSTANT SLOPE WITHIN LIMITS OF REPLACEMENT. Utl NU. JJ Ir-7 E-- GENERAL RESTORATION NOTES 4 ��_ L ce No. 34 1` 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN 25 L.F. 9 L.F. µlI a I rt j =.1 KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER Cl13 %, 1' �� IBUTTONS AND PAINT STRIPES, HYDRANT MARKERS, 9 L.F. / ' .. �- - CB NO. 32 " , 73 9 L.F.\ ,1, CHANNELIZATION ARROWS, AND ANY OTHER EXISTING 13 t$ CB N28 CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE 0. r \� i; �' PROJECT. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. CB N0. 25 S.W. 7TH STREET ce No. 29 ;� bt2. tsD t2,o1. sD" _ / _ 4 COORDINATE WITH CITY INSPECTOR. €2;— 1T-- r he x., •^`„3it4 a ugF,E i 1e n.,,� ,s" _ -# --- _t3 {.; 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND — - — 1 _ `-1 T _ > I a: U cx ``� a� 3 ` � �� _ _ 0 (IIti w REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE S. Ef,IJ.OU5 'G' - - ---I i r N I ----I r --` -' — I y 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS ,,s.. :1r,, a,... ,,..• _ ..w. Y,y„_.`----L---1- -r=- - .. • ,>. s, ...., . -. 3. -..n., ..-:.-da., s §. _,,. `4 m, .. ';; _ •;°""a,Y��..A�...�..- h `.:. ,., rr r. - _a . —' - _- w ? .,a- t •rsD., . <.. y, y .. ` k t^az."_ DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE _ ... 2kE%CPEP.eS <,. � � ,.';�� •60r.�CONC�SD-,��al.. ..�eg60' CQNC}sSD n :.-....�,-e �»„ �a�.�� �drty �?.'��4tj,} � . ��t•.'�s. � 3z" . •','�'-' '73 � ^`, ,y� j` W P�,�;` ..- - x-$. ,4 .y fe �{rX 5:,, .P.,. .., - a..•r; _a; <•"� ..-- MOM;_ z.„r,?#,^,. .� t..._`.:s. :9`� .:1 g..-.�.c - - _x _�riar ,;,;� .; �:.:. ;;,zt- __—_ ( 1_ y RESTORATION LIMITS AND QUANTITIES. !S•.::&P ARN ,:. '�.r.:s,:+.. r_- "��x� '�Yr ::a'1.' ',: #�.vP?- e'� .v'�!s h ,.+�',.. .. ,.,n ark'a; t'- — ue `.' `_ EO.- f} p �Y - i•.�9 ci_._. T- - ...�.r-- .;..., ,... -.... _. ^+�s'res._..".fit, C i. .-,..> -r„ z. 5„d .. _.... .�.. ,; .- . u :xrm, c . :!" v, x ..:Er rx:r t'.,- 3 •fib _ '4' r 4.. �X& `arc R. •k.�,a_ria`{t �t .,tra' -S',=, sras.:_, af-s�,'�' •-::•4'.. +3is.rs�•w.:t� .a,._. f.'.. s... ,s, i_,tFE�Ls��^pe _ xXgk; r y" . t _ �, \,. a .::R x s n 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE w _�c- � ,r III � tW/1--CB-NO:--------- ---- - ` `, N 62 i _a j ` m a w� rt a a Y a + REQUIREMENTS ' I �- 73+00 CB N0. 27 14-+'p e 1 t t'8:SrtY _.. -�S - .t<�`'e.�ruy'_s. ,.—.,..,.,4--- - - I _ _ _ _ _ 5. WHERE EXISTING CURB, GUTTER, AND SIDEWALK ARE REMOVED OR I, — + a d DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED IN + ; i N 15roo 16+DO �n KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR N I MONTPT.II 4� - ._ _ _ . CB N0. 35- -- w \_ GREATER THAN 12", COORDINATE REPLACEMENT WITH CITY \ w -�I CB NO. 30 � SSMH N0. I7 4 i z FQ= — .�_ 71 CHECKED FOR COMPLIANCE WITH CITY STANDARDS 13 By. --------- `��; II I• ' ( ll I \ --- Date: --- r -1 13 — 14 L.F. / `� I i �12 L.F. IJI I 9 L.F. By----- Date:--- ICB N0. 26 13 W By. Date:--� \/ l'SL-F—� I '/ 37 — i a �� I `� RECOMMENDED FOR APPROVAL `oa gag I i I ill C II B Date: ----- a W > y---------- J II ---- o I \ 9y ------ -Date: ----- b 4 i z I III I ��� By. — -- Date: -- �0n'0i 21aee yo b -- --�� N By. — --- Date: ---- A sS10NAL I ;----II EMRM7_12-2aa FDI-12191591 118 _S.T. v S 5 p., ;� CITY OF 1/13/04 DRAFT J.N. my S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT a -� REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. I- ac.w z. CONSULTING ENGINEERS —M w "l ^u Planning/Building/Public Works Dept. scm�i.c�vwn�aicroi seov"'m zw-aeeo N0. REVISION BY DATE APPR ^ r STREET RESTORATION PLAN �p K.E. '� 18"27 rn Ln N r_ N CL U) a 3 u e� LA 3 f 7 ti 3 m N d 0 N W z m 2 ti G �j 20' 10' 0 20' 40' ROADWAY RESTORATION NOTES Qt CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 02 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. 03 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR STANDARD DRAWINGS AND DESCRIPTION OF WORK. Q5 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. SEE CITY STANDARD DETAIL F006. ©CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. O CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER WSDOT STD PLAN F-3b. ©CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. Q9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL BR42. ®CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH UTILITY COMPANY. ©CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE SIDEWALK PER CITY STANDARD DETAIL FR-02. © CONTRACTOR SHALL REMOVE EXISTING CURB TO THE NEAREST JOINT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR SHALL INSTALL CEMENT CONCRETE CURB AND GUTTER IN KIND REESTABLISH GUTTER ELEVATIONS WITH CONSTANT SLOPE WITHIN LIMITS OF REPLACEMENT. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN - _ KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER 710 _ BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, XO CHANNELIZATION ARROWS, AND ANY OTHER EXISTING ; b // - CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE / / --- -`� PROJECT. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. IF. �� ;`mil _ _ 7 L.F. N COORDINATE WITH CITY INSPECTOR. _I3. 7TH STREET122. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND �REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE S \ Fn __. Q J {) j IC 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS -- to L.F. -, i-�- - --- - - - - - -- `' DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE ka'.a fJNr SD Sp ' I 11 �, I ��_- 7 I I _ - _ I I 1_ y r..mr....... 3-5- x ,-,-u � ,i3A �: -ftYV: "„y''.r: TS .. ... .. .� .,,_ ��....-.. ,. _� 4. SRESTORATIONJOINTDETAILON 2 FOR SAWCUT LINE :�:*m. Y` ,,,.,� • .k -��"� . ems• Fr ? , sa�v. � fir, ��� ,,.�c � •sue v., w y. i ;> ., ,t-.-,. SEE BUTT JO 0 6 E n h�:cON .. :a'�1 � � �fir� .,'}�� �4a ab� ''-tom zc�s.60�C De���R.-,rF?3 ?a���3@-,I�.s,� N .......___.,, �•.?�..J:.€.v 5 .ter ... .x a t S.>.w:+.g-:."r.�g;..t,�.a,:.�af5-: ;3,r m r� Q RE UIREMENTS �---- �ir.�cA"„ ..,f ,.,�t�. �..: .:.....: ..... .. -.,-. .w-:: ,...v� "az.`*��"t:at ..,-Y;y �.z �.,,hs sa 3S'eA: ar..au=a. rv�.se..::arF->++.r ,�,;.:ns -. �.tr.:•-F muss_,,. �4r�, cs,.--•--:—zs'"-.y -�, N - rs., :� :,,.a -...-_. _ ..... .,:.,. -.�. :.: ,-,:,. - ::.;• .._ . � _�_,a. ..- :� ,.: .. _.. 5. WHERE EXISTING CURB GUTTER AND SIDEWALK ARE REMOVED OR sy.-.n�aY.. .ry.,�..�.:: .._.-Y<,.-:-zv'r -:�. 4.:a.+. .,,#.. �,-, �. # - :ye,. _ .:h -.. .��+.,•_,_ .n,. .,. x .. 'K. .,c. vL, z:: .,,. _. ?xa' .. ,,i �,_. fi:: �, _- vz-„' •�^. Ze�� '�a...l f!b.. w:. __ •s ,, s,. ',c _._. ._ 5: ?s. .- k.c'. .'. ..z ..- x. ..« .. ,"'fii :�:.,� >'E�: ct. i23+,OO,.,x:,," _ ..:"�. .. s:.iY?.f,«'Y�:�rc".b...a...�".5.,:.,.a.'§; ,_i��'e.,::t d �nc»r�'�`s���zf�r�.s".,�.fK.,��...,+:�.,..�., �,,2„ .00s,-� ,;,, u.� _,,.,,,� a�..,__�:� .,,��t,�.�.z.>�,ti.22+o0w��z���_.,'��x��'. �. ter.-•. �: ;.a`�`'...�-M______._. ...—���.ms��'�r.�,�'.., 1-. -�,� DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED IN +- - °x -� T-- T KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR N Fri 70sr' S CB N0.139,1 Ij - - CB NO. 41 - I 4+t i GREATER THAN 12 COORDINATE REPLACEMENT WITH CITY - — _ �5T4S 1?)4, —_— _ _ [ . —. —_ --T FU- _ r� rt' a 7 2-- - -- — -' -- L• 3. -- — - -- �- - — - Se _ - ,- ---- "-- --_�—-- -J -yY CHECKED FOR COMPLANCE WITH CITY STANDARD S i Tom— - -l— ? ----- g-—T_.t---t --� - - `t--- 3� - ��__ ' `�11 o- 1 j By Date:— - FO MHO hl tV sr. .C._. i ---�� r- %11 By. Dote: k( 73 CS NO. 42 }Z By.----- -- — -- --- Date:-- - _ — -moo.^— 1• / 9 L.F. BY - ----- Date: ---- RECOMMENDED FOR APPROVAL cr raeg --2c,Date:---- ° - - —i By------- Date: ----- q By. ---- -- Date: ---- °a BY -------- Date: ----- ONeLG EIRRE&' 7-12-2OD4 j_ D- 2 9 5 _9 1 9 S.T. ~"• ""' '°"°'�'""'w%+"' Q� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 1/13/04 `Pa— > — N wo, N R EN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. eCONSULTING ENGINEERS DRAFT °1�DATUM oorrw aw" r . =E � y.W. � � � Planning/Building/Public Works Dept. wm VASM M sews a eBs-oasa N0. REVISION BY DATE APPR �^ K.E. '""' ' STREET RESTORATION PLAN °1QT 19 ", 27 ROADWAY RESTORATION NOTES LO CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. N ` _ ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. N Q2 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND/OR CURB CL o II I' TO THE NEAREST JOINT, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, I ! 14 L.F. - GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. 1 2 6 L.F. CB N 48 �J�1 ! �y ! ! 1 Q3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY 16 L.F. !I!i 9 L. STANDARD DETAIL BR 36. 13 i 13 If II 13®CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER a I 1r( 13 9 L F I I WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR 7 j I j I n L.F. O STANDARD DRAWINGS AND DESCRIPTION OF WORK. L i S. 7TH STREET I I ry 3 , / -I M S. 2 S2-. - tJ y L - - ,rt3,, \ __ -,_ _ _ -_ _� ___ c m QS CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT -L I- t W tj ,� - �x=� _yam � - -- �_�`=._�-��=��'r--��-•�- ;=fi- i 7 r� LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. W vi G 8 KCF2�` dI�SDv nz Cx2¢,, gp, a� x .;_,Np�45 — --_ < F'. zt WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. )C_e �a.,,. e2@t bM �D'60csCONC SDrc= z_. s:i� 1- h� 3.'S C6 z-r—PEP:SD3.se' .r.w w5`38%CPEP.SD-#:R �nves-_�-...a-- Q SEE CITY STANDARD AI F . tcx e �xa..s.< M ,rv, -_,: e piau m,ts. ;.rf,cut'..�*. z'se-xtr.^ss..r ,,¢sFm. �. 4. ; z 43.: _s.t:, - .3 ,.., 8 :.xs x.:: v,..s,c. _ a..ak:4s=�'v..,�,.....: ww, -.f_ .S�n-->.c>...--- ",--:.c,. .:." J 13. .�.,..+::�'rr-�rous t D117Z w, :. °' ' '' '.,. ��, - + 6 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING y. , s- - _ =r- 8 . „�� a z- - , z = w MW i2 7 b� N SIGN. SEE CITY STANDARD SIGN INSTALLATION DETAIL G 024. x,.w: N - - 1 - �v ,n i ,� I 46+00 27+00 ~ M28 d I+oo I �j - - - - - - - - _ - d Q7 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP - - --- -3 - . J - - - ---- -. CB N0. 48 - - CB N0. 49 i ALTERNATE' PER WSDOT STD PLAN F-3b. t 5 G - --- - - +I - = - .- ` V - - _ - - - Z ® CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE �Jr1Y+ 122 S _ ' I MON. PT. ' -" 1'; INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. .t 2 - - - _ -i; i _ - ---�: _ �. v F - T - -- -- - EXISTING - L-_ (,z' =�_co _- - - - - -- -_ - - - - T Q9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE _ WATER METER BOX. SEE CITY STANDARD DETAIL BR42. 1 2 o - +--� - — 4 /' ® CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. 41 L.F. AULT N0. 3 /Il\t ! 3 tt I` I- _t-c>FRi, COORDINATE WITH CITY INSPECTOR. INE 0 WSDOT 4. Y I h 7 o-TENTION POND 1Q CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH \,. \'s Ci 41 � UTILITY COMPANY. {I 12 i' I- yy' LIMITS OF THE NEW SIDEWALK SHALL BE THE EDGE OF 20' 10' 0 20' 40' ©CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE RIGHT-OF-WAY AT THE SOUTHEAST CORNER OF THE INTERSECTION OF S. 7TH ST. AND SHATTUCK AVE S. AND THE. SIDEWALK PER CITY STANDARD DETAIL FR-02. EAST PROPERTY LINE OF THE WSDOT DETENTION POND j! y PROPERTY AS SHOWN ON THE PLANS. © CONTRACTOR SHALL REMOVE EXISTING CURB TO THE NEAREST JOINT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR SHALL INSTALL CEMENT CONCRETE CURB AND GUTTER IN KIND i REESTABLISH TT R ELEVATIONS WITH CONSTANT SLOPE WITHIN e,.Do j LIMITS OF REPLACEMENT. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS IN KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER j I I i - V% i':- •, BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNELIZATION ARROWS, AND ANY OTHER EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE it j \• PROJECT. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR. I s!i G II 306 L.F. � i �� �� 1 . 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND 6 I' 13sul li - REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE S s 1 try �P S. 7TH STREET - - - -- -_ -- - - - - - - '- --' -- -- - -- =--' `-� - - --- 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS i DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE I. E:¢. 21" CIA Y SG �j _ �• � � \ - — �� _ RESTORATION LIMIT ANQUANTITIES. G ki'A'v :y V:t".it�..tF} 3•R rv`; ..i _M1F. hvr l.:sJiti'Jtat+ K:.:_.<'?n..Si—�"� Y. wxr..t -� - A-.;il`W. . dR. ws r_•-:.:.1: vCrc-_..cYT," .[c. f: ___ — -_ rA. - ��`•-- II ' -- 4. SEE BUTTJOINTDETAIL ONSHEET26 FOR SAWCUT LINE � �i � I IIn- a`, relit^ - .n`sw ^ t •sad a� - - ----------'-+--j- - - REQUIREMENTS ;. R. afFz:�.ttd�`c-'c w._�x`".�i�: Rlh"` ^�•i�.-�� .lz �� �� _ I v .+:" 56 is F'c�� SD t c �roo j ,; _+ _ zy+oo ` 30+00 3 ,., X 0' ` S2+o, 5. WHERE EXISTING CURB, GUTTER, AND SIDEWALK ARE REMOVED OR t3 N�. 52 - - - --- - - - -_ - - _ �_ u Q + - \ - DAMAGEDDURING CONSTRUCTION, IT SHALL BE REPLACED IN m ;$ �_ 3 -,� 3 °\ 1'4�, KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR ---- -- - ------ a - - - � ----- -- ----- --- -" - � _' -_�-- 3 GREATER THAN 1 COORDINATE REPLACEMENT WITH CITY =. � _ fir• i_ i � — ��;,`�..� �x �F - 2 G i - — —=-- ; .o Fe' _ -- - cam+ _ _ T i --- - - Tr - µ V 13 11 II' \ v / /:-,/^� �--TJr _-i- \- _J h4- 13 II _ �' ,%� / / j ` Ij� CHECKED FOR COMPLIANCE WITH CITY STANDARDS 9 L.F. c� 1 �..� II f` �I _ 9 LF. LIMITS OF THE NEW SIDEWALK 12 �1 �. �{ I - By. --------- Date: SHALL----- , 1 G' ----1 y PLAN BE AS SHOWN ON THE \ -� ---- — By.----- Date: t ------- P5.il6il/� /� BYDate:---- -SUL BORiNcl By.___-- Date: _--- IFE1 Pi (1999 H''01A) RECOMMENDED FOR APPROVAL BY------- Date:----- m By.--- i BY -------- Date: ----- °A eeo 210M �{ BY ------- Date: --- A93�ONAL �G j EWRES: 7-1:_2004 j D- 2 5 9 2 0 S.T. "°' '"' �� CITY OF 1/13/04 DRAFT M.W. -41 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT ,ems J.N. CONSULTING ENGINEERS� RENTON PHASE 2 LIND AVE. SW. TO MORRIS AVE. S. DATUM •vo.c b.TM =n zm M.W.uW.* n,. snu Planning/Building/Public Works Dept. sums, v,wu,cm„ veos czar ze.�aso NO. REVISION BY DATE APPR . ac «� STREET RESTORATION PLAN rnam .E. .nu r®mon. "an 20 - 27 D (7) L0 0) N N CL U) 6" CON.. LANDSCP SIDEWALK STRIP (TYP.) 40'-0" SW 7TH STREET 5-6', TYP. I TRENCH CE 40'-0" ,-0„ 1 LANE REPLACE EXIST. CONC. �? o CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS I ' Q� TRENCH NOTES (TYP.) n ' 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. EXIST. 36-54" I CONC. STORM PIPE ° °Tt 2• A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH I WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. I °{d° REQUIREMENTS. INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. REQUIREMENTS. 18' I SAW CUT LINE i SAW CUT LINE 40'-0" 1 6" 5'-0" zl CONC. �I SIDEWALK LANDSCAPE STRIP CONTRACTOR SHALL GRIND AND I (TYP') OVERLAY EXIST. PAVEMENT 2" MIN. WHERE NEW PAVEMENT SHOWN OUTSIDE TRENCH L� 1 SECTION SAWCUT LINE. SEE RESTORATION SHEETS FOR PAVEMENT LIMITS I ' 17' TRENCH SW 7TH STREET q 40'-0" 28'-0" TRAVEL LANE STATION 3+00 TYPICAL STREET CROSS—SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1"=3' fr" .. ---------... REPLACE EXIST. CONC. 4 I g > CURB, AND GUTTER IN ? ' KIND TO LIMITS EXIST. 24" CONC. TRENCH NOTES SHOWN ON PLANS gY STORM PIPE 1 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH (TYP•)'' SECTION. INVERT DEPTH SHOWN AT 10'. 2, A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED STATION 10+00 TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE TYPICAL STREET CROSS—SECTION 60" DIAMETER CONCRETE STORM PIPE AND 3; ' "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR z''Ks.. FOR 60" DIAMETER STORM PIPE TRENCH SECTION. INVERT DEPTH SHOWN AT r. I� �'a FURTHER INFORMATION ON TRENCH AND RESTORATION 11'. SEE "TYPICAL 60" TRENCH SECTION"°° i REQUIREMENTS. SCALE: APPROX. 1 "=3' FOR FURTHER REQUIREMENTS. INFORMATION ON TRENCH I °°' 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. SAW CUT LINE I i SAW CUT LINE °T •�e0i e19T{° ♦ W �S3�aNAL �G D-295922 S.T. a+ep»' S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT �1/13/04 DRAFT CITY OF M.W. �•sY,ey ��eborne, I� "", JN RENTON PHASE 2 LIND AVE. SW. TO MORRIS AVE. S. M.w. DATUM Planning/Building/Public Works Dept. TYPICAL STREET CROSS SECTIONS CUNSULTING ENGINEERS �� `* ^ei — oa� rot" uert mo ,yK" sari«. �wmi�m, serve rmo z°..aaso N0. REVISION BY DATE APPR K E 0d"� STATIONS 3+00 & 10+00 22 ' 27 rn LO rn N t\ N CL 3 r I I zI " CONC. SIDEWALK (TYP.) I REPLACE EXIST. CONC. CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (TYP.) EXIST. 24" CONC. STORM PIPE Q SW 7TH STREET 35'-0" I 35,-0" T , I I I 28'-0" " I w TRAVEL LANE TRAVEL LANE Iz I I� 10' I I I I I- TRENCH CL � I I idl�I„m" 60" DIAMETER CONCRETE STORM PIPE AND I TRENCH SECTION. INVERT DEPTH SHOWN AT 11'. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON I I TRENCH REQUIREMENTS. I I wl zI � I 31 \ I �I 6 SIDEWALK (TYP.) 18' SAW CUT LINE 30,-0" 4? 0? cD S 7TH STREET I 24'-0" I TRAVEL LANE CONTRACTOR SHALL GRIND AND OVERLAY EXIST. PAVEMENT 2" MIN. WHERE NEW PAVEMENT SHOWN OUTSIDE TRENCH 11 SECTION SAWCUT LINE. SEE RESTORATION TRENCH SHEETS FOR PAVEMENT LIMITS I TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. 2. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. I SAW CUT LINE 40'-0" 34'-0" (RAVEL LANE STATION 17+00 TYPICAL STREET CROSS-SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 "=3' �\ I Pa �ro�sT a w s new v�ro�o�A�v��7��1 REPLACE EXIST. CONC. , 4,4, �, CURB, AND GUTTER IN ?p g' I KIND TO LIMITS I TRENCH NOTES SHOWN ON PLANS I 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH (TYP.) EXIST. 24" CONC. � �� g' �', d�„ • �: SECTION. INVERT DEPTH SHOWN AT 10'. STORM PIPE: I I 2. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION 60" DIAMETER CONCRETE STORM PIPE AND �A I REQUIREMENTS. STATION 23+00 TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL 60" TRENCH SECTION" ON �a ems' I 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR TYPICAL STREET CROSS-SECTION SHEET 24 FOR FURTHER INFORMATION ON LOCATION OF FRAME ASSEMBLY. FOR 60" DIAMETER STORM PIPE TRENCH REQUIREMENTS. SCALE: APPROX. 1 "=3' _ SAW CUT LINE 18 1 SAW CUT LINE MOB °nri` t Fss�ONALG ' EORM 7-12- D-295923 S.T. °° ca CITY OF 1 /13/04 DRAFT Mw. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT , �ia�ey e�0eb a, I A REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. �""" J.N. ��� DATUM CONSULTING ENGINEERS "�M W ' Planning/Building/Public Works Dept. TYPICAL STREET CROSS SECTIONS ss� nc°Ev v;�roi osT cae.�seso NO. REVISION BY DATE APPR �^"•*� K.E. " ` °� ° """ STATIONS 17+00 8 23+00 ° �^ 23 ' 27 rn LO rn N N C U) SW 7TH STREET 26'-0" (APPROX.) T 34'-0" (APPROX.) I I I I I z I 6 REPAIR EXIST. " 15'-0" 21'-0" �? GROUND IN—K AIND 12 J S SHOWN ON �\ cr-PLANS (TYP.) I I� I I TRENCH � I I111 REPLACE EXIST. CONC. CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (TYP.) • EXIST. 24" CLAY STORM PIPE SAW CUT LINE r SEE PAYMENT LIMIT NOTE 9' MAX. NOTE: LIMIT OF TRENCH 1' MIN RESTORATION AT SPECIAL PRECAUTIONS GROUND SURFACE TO PROTECT PIPE SHALL BE NEATLINE TO THIS LEVEL. 2 2 SAWCUT, TYP. DEPTH TO PIPE CROWN FINISHED VARIES, SEE PLANS GRADE 7 CPEP OR — DUCTILE IRON STORM PIPE 9 AO.A a, oee °rats4 FSa97�NAL F,�G EFIRES 7-12-2004 2" ASPHALT CONC. CLASS 'B' 0p00� 6" ASPHALT CONC. CLASS 'B' MIN. >; 6" CRUSHED SURFACING TOP COURSE 3'-0" �— PIPE BEDDING SEE SPECIFICATIONS SEE PAYMENT LIMIT NOTE TYPICAL 12" LATERAL TRENCH SECTION NOT TO SCALE SAW CUT LINE TRENCH NOTES 1. 36" DIAMETER CPEP STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 8'. 2. SEE "TYPICAL TRENCH SECTION, 36" STORM PIPE" BELOW FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS AND PAYMENT LIMITS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 104" — IV1' MMAXAX* 2— 1. 36" — 13' MAX. 1' MIN 1' MIN SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL. DEPTH TO PIPE CROWN VARIES, SEE PLANS tZJ CPEP, CONCRETE OR DUCTILE IRON STORM PIPE NOTE FINISHED GRADE SE E PAYMENT LIMIT NOTE • TYPICAL TRENCH SECTION 18", 24", & 36" STORM PIPE NOT TO SCALE STATION 30+00 TYPICAL STREET CROSS-SECTION FOR 36" DIAMETER STORM PIPE SCALE: APPROX. 1 "=3' 2" ASPHALT CONC. CLASS 'B' 6" ASPHALT CONC. CLASS 'B' 6" CRUSHED SURFACING TOP COURSE PIPE BEDDING SEE SPECIFICATIONS SEE PAYMENT LIMIT NOTE 18' MAX. 1' MIN 1' MIN SEE TRENCH NOTE FINISHED GRADE SPECIAL PRECAUTIONS 1 TO PROTECT PIPE TO THIS LEVEL. DEPTH u5- TO PIPE CROWN MIN. VARIES, SEE PLANS REINFORCED CONCRETE STORM PIPE I 10'-0" I SEE PAYMENT LIMIT NOTE TYPICAL 60" TRENCH SECTION NOT TO SCALE 2" ASPHALT CONC. CLASS 'B' 6" ASPHALT CONC. CLASS '8' 6" CRUSHED SURFACING TOP COURSE PIPE BEDDING SEE SPECIFICATIONS _S.T. ;6 CITY OF/13/04 DRAFT M.w. S.W.SWHA STREET DRAINAGE IMPROVEMENT PROJECT c=gyp ar&I � I. � J.N. «� -� REN TON PHASE 2 LIND AVE. SW. TO MORRIS AVE. S. :7 DATUM CONSULTING ENGINEERS °�M,W, •� �> � Planning/Building/Public Works Dept. TYPICAL STREET CROSS SECTION -STATION 30+00 sa.rna, van,aa" ro '�""mil as, NO. REVISION BY DATE APPR K.E STORM DRAINAGE TRENCH SECTIONS "�*: 24 °` 27 • rn LO rn N N CL 60" DIA. CONC. SD- (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 (FUTURE) N I j II FUTURE 72" DIA. CONC. SD -j (86" DIA. O.D. PIPE) (93" DIA. KNOCKOUT) I.E. 12.47 PROVIDE KNOCKOUT ONLY 60" DIA. CONC. SO - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 O I N 8'-0- 0 I M 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) I.E. 13.47f 60" DIA. CONC. SO (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 STANDARD SOLID LOCKING RING AND COVER --12" DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 PLAN INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT RIM EL. 123,04 T.O.S. 21.93 SEE NOTE 411 J T.O.S. 11.60 FUTURE 72" DIA. CONC. SO (86" DIA. O.D. PIPE) (93" DIA. KNOCKOUT) PROFILE LE. 12.47 PROVIDE KNOCKOUT ONLY STORM DRAINAGE VAULT NO.1 e NORTH/SOUTH q STA. 1+50 4 8' W x 24' L x 9'-6" H PANEL VAULT (INSIDE DIMENSIONS) SCALE: 1/4"=1'-O" 60" DIA. CONC. SO (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 36" DIA. CPEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.96 60" DIA. CONC. SO - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) I.E. 13.47f 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 0 I O N I 00 PLAN EXIST. 21" DIA. CONC. SD (27" DIA. O.D. PIPE) 60" DIA. CONC. SO (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 STANDARD SOLID LOCKING RING AND COVER EXIST. 21" DIA. CONC. SD (27' DIA. O.D. PIPE) (34" DIA. KNOCKOUT) I.E. 18.3t 12" DIA. CPEP SO (34" DIA. KNOCKOUT) INSTALL ADJUSTMENT (14.45" DIA. O.D. PIPE) E. 18.3t RINGS AS NECESSARY, 4" (20" DIA. KNOCKOUT) RIM EL. MIN., 16" MAX. HEIGHT I.E. 14.80 24. 55 3 6" DIA. CPEP SD 36" T.O.S. DIA. O.D. PIPE) 23.00 60" DIA. CONC. SD (50" DIA. KNOCKOUT) SEE (72" DIA O.D. PIPE) I.E. 13.96 NOTE (79" DIA. KNOCKOUT) 2 I.E. 13.67 E � h 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) PROFILE I.E. 13.67 i.O.S.- 12.67 EXIST. 24" DIP.. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15-86 STORM DRAINAGE VAULT NO.2 e NORTH/SOUTH g STA. 6+64 5 8' W x 20' L x 9'-6" H PANEL VAULT (INSIDE DIMENSIONS) SCALE: 1 /4"=1 '-O" 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 1 8.82f 60" DIA. CONC. SD - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 14.45 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 1 8-82t (FUTURE) j FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) j I.E. 14.45 (EST.) l PROVIDE KNOCKOUT ONLY 0 I i0 I m 1A& FUTURE 48" DIP.. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) LE. 14.45 (EST.) PROVIDE KNOCKOUT ONLY \ RIM EL. \ 24.50t T.O.S. ;0a NOTE 2 1 18" DIA. CPEP SD (211' DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 STANDARD SOLID LOCKING RING AND COVER 36" DIA. CPEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 18" DIA. CPEP SO (21.2" DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 60" DIA. CONC. SD 36" DIA. CPEP SD (72" DIA. O.D. PIPE) (41.7" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) i EO"1 D145 A. KNOCKOUT) I.E. 14.45 PROFILE STORM DRAINAGE VAULT NO.3 e NORTH/SOUTH q STA. 25+57 11 8' W x 18' L x 8'-8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY NO.818-8LA OR EQUAL SCALE: 1/4"=1'-O" GENERAL VAULT CONSTRUCTION NOTES: 1. 1' MIN. SPACING REQUIRED BETWEEN 4 KNOCKOUTS. °t WAs#, n 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD ao s 21oee o DETAIL 8035. tct G� '9/ONAL 3. SEE SPECIFICATIONS FOR DESIGN AND EMS, 7-12-2004 CONSTRUCTION REQUIREMENTS D - 2135132 5 ,� -.. CITY OF/13/04 DRAFT Mw. S.W.SW7TH STREET DRAINAGE IMPROVEMENT PROJECT REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. �.N. V1�y AL OB' f Izoc�. CONSULTING ENGINEERS m.w. "T Planning/Building/Public works Dept. STORM DRAINAGE VAULT DETAILS scernc'. v mi suw'" > zw-mco NO. REVISION BY DATE APPR °G"i "0J01OeiY m .E. sar. 25 ' 27 e m r rn EROSION/SEDIMENTATION CONTROL NOTES a) 1. CONTRACTOR SHALL SUBMIT TEMPORARY WATER POLLUTION/EROSION CONTROL PLAN PER THE CONTRACT SPECIFICATIONS. CV 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. N 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES SHALL BE IN OPERATION PRIOR TO LAND CLEARING AND/OR 0- OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 3 ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT 07 CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT—OF—WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. 8. DURING CONSTRUCTION, STORM DRAIN INLETS SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. FROM APRIL 1 TO SEPTEMBER 30, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS. FROM OCTOBER 1 TO MARCH 31, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FILL AND TOPSOIL MATERIAL FROM RAINFALL. FAILURE TO DO THIS MAY RESULT IN REMOVAL AND REPLACEMENT OF SATURATED MATERIAL AT NO COST TO THE OWNER. ANY COST ASSOCIATED WITH DELAY IN WORK CAUSED BY SUCH REMOVAL AND REPLACEMENT SHALL BE AT NO COST TO THE OWNER. 48" . . . . f'r`� N,i O x D. to �^ M OD \t�a NOTES ' O O 1 1. REMOVE CATCH BASIN GRATING. k,_ 2. CLEAN DIRT AND DEBRIS FROM ` GRATING LEDGE. 3. LAY THE CATCH BASIN INSERT PLAN INSIDE THE BASIN 4. REPLACE THE GRATING, FILTER FABRIC RETRIEVAL PINCHING THE INSERT FABRIC STRAP BETWEEN THE GRATING AND THE CATCH BASIN FRAME. — 5.CUT OFF THE EXCESS FABRIC OFF WITH A BLADE KNIFE. A C> r 3 TO 5 INCH WIDE STRIP OF t `� d FABRIC SHOULD BE LEFT �,;,.,: a AROUND THE OUTSIDE OF THE�1 GRATING IF THE INSERT IS TO BE USED MORE THAN ONCE. FILTERED OVERFLOW TO BYPASS WATE PEAK STORM VOLUMES PROFILE FILTER FABRIC CATCH BASIN INSERT FOR SEDIMENT ONLY NOT TO SCALE b a• q 'P0 ASs�ONAL �G E%PIfiES: 7-12-2W4 o�yDRAFT CUNSULTING ENGINEERS >m ocnrn •vcruI rmr" sacs zm sums, rwz,mcro, zeros S. 7TH ST STATIONING LINE PROPOSED STORM ��CONC PIPE CURB CATCH TYPE 1 CATCH BASIN TYPE 2 WITH FLAT TOP FROM CURB: ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR WHEEL PATH WHERE FEASIBLE CENTER OF GRATE OR ROUND LID, STRUCTURE SEf AT CURB: VANED GRATE SHALL BE SET FLUSH WITH CURB FLOWLINE. ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR WHEEL PATH WHERE FEASIBLE FACE OF CURB (FOC): OFFSET SHOWN ON PLAN AND PROFILE SHEETS, MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB. 16" MAX. 4" MIN. 8„ 20"x24" OR 24" DIA. 12" (TYP.) 48" DIA. MANHOLE PER RENTON STANDARD DETAIL B027. + I< NO CONNECTION ALLOWED - BETWEEN SPRING LINE AND 6" ABOVE EPDXY AREA. IF NECESSARY, FIELD ADJUST LATERAL STORM PIPE CONNECTIONS ONCE TEE TOP SET. NOTE: WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE FRAME & GRATE IN CURB FLOWLINE CATCH BASIN OFFSET DETAIL NOT TO SCALE z CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 3 N MATCH EXISTING PAVEMENT SEAL JOINT WITH HOT PAVING ASPHALT (AR 4000W) AND ` APPLY SAND BLANKET. NEW ASPHALT CONCRETE CL "B" EXIS'Ihic- cRU-HEC, FIRM AND UNYIELDING R�FA'L: G SUBGRADE CRUSHED SURFACING TOP COURSE. NEW 12" DIA. CPEP SO INVERT ELEV. VARIES SEE PLANS REMOVE AND WASTEHAUL EXIST. PIPE NOTES: 1. CLASS 5000 CONCRETE GRAFT 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. EQUIP ACCESS RISER WITH STEPS PER CITY STANDARD DETAIL B 035. LOWEST STEP SHALL BE LOCATED 6" ABOVE BOTTOM OF VERTICAL ACCESS RISER SECTION. 5' MIN. 24" SD r > . "4 T_ 5' MIN., TYP TYP. 1' MIN. BED COUPLING AND — NEW CONC PIPE WITH CDF MIEN rm"m TYP. TYPE 2 CUT -IN CATCH BASIN SCALE: 1/2"=1'-0" PROFILE STANDARD FRAME AND GRATE OR RING AND COVER AS NOTED PER PLANS RISER AND ADJUSTMENT SECTION FLAT SLAB COVER STEPS, SEE NOTE 3 EPDXY AREA & GRAFT WITH GUNITE MIX 60" DIA. CONCRETE PIPE LINE FULL ES 60" CONCRETE PIPE y PLAN TYPICAL TEE TOP ACCESS RISER NOT TO SCALE STANDARD FRAME AND COVER PER CITY DETAIL 8074 STANDARD TYPE 2 CATCH BASIN (48" DIA. SHOWN) PER CITY DETAIL 8027 5' MIN. 24" SO FERNCO COUPLING OR APPROVED EQUAL (CONC OR CPEP) BOTH SIDES OF MH_ X .. 4 - FLOW BEDDING PER CITY DETAIL B074 annnta _ _ - .T."" "° °u�"' �� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT E,.W. o+*• J.N. RENTON TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ��."_� DATUM °`°®'m,W. "or oK � Planning/building/Public works Dept. DETAILS -TEMPORARY EROSION AND SEDIMENT CONTROL, NO. REVISION BY DATE APPR —m E AND MISCELLANEOUS DETAILS 1/1 mmm 26 -'27 LO rn N N P21 P22 / / SW 71H ST. / / 30.0' L1 "1 L3 /L L3133.5' 56.6' L3 40.2' 30.0' L6 L2 4.1 L4 L2 125.1' L5 49.2' L2 33.2' Ll 114.0' L4 37.8' L1 22.1' - P29 VAZ P28 l� 91) Z114 P26 0�S 7TH ST. CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING & PUBLIC WORKS P23 TRAFFIC SIGNAL LOOPS i� RAINIER AVE. S & S/SW 7TH ST. 2. 2ZA—DESIGNED:H DATE: MAV 17. 17Y1 FILE NAME: ICU-O63 /CADP2$SCALE: 1"_ 3 O: ­xr SHEET: OF NOTES: 1. TRAFFIC SIGNAL LOOP DIAGRAMS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING TRAFFIC SIGNAL LOOPS AND APPURTENANCES PRIOR TO REMOVAL AND RELOCATION/REPLACEMENT OF THOSE FACILITIES. 2. ALL DISTURBED AND/OR RELOCATED TRAFFIC SIGNAL LOOPS SHALL BE REPLACED PER WSDOT NORTHWEST REGION STANDARD DRAWINGS AS FOUND IN THE SPECIFICATIONS. 3. ALL TEMPORARY/PERMANENT SIGNALIZATION REVISIONS SHALL BE APPROVED BY THE CITY OF RENTON PRIOR TO ANY TRAFFIC SIGNAL LOOP CONSTRUCTION. s.T_ AssNaxN �'�. :a CITY OF DRAFT M.W S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT -� RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. J.N.—.� DATUM 'Q'm`M_W. _ Planning/Building/Public Works Dept. DETAILS - TRAFFIC SIGNAL LOOP NO. REVISION BY DATE APPR ^F^a r "`m"°°`�" SCHEMATICS AND DETAILS 27 27 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 11, 2002 TO: Allen Quynn FROM: Mike Benoit 011-1 SUBJECT: S 7`h Street Storm Work The Wastewater Utility has reviewed the Draft Pre Design Analysis. At this time, we have four comments. 1. Manhole 5319-175 is owned by King County. This is an old metering manhole from when Metro was going to meter all flows into their line for billing purposes. I talked to Eric Davison with King County on December P. He said that we can treat the manhole like a standard manhole and make a second connection. The plans for proposed sewer work should be routed to Eric for King County's review. It would probably be a good idea to contact him early and get King County's written approval of the concept prior to that item becoming critical path. 2. The new sewer installed on the south side of SW 7th Street west from manhole 5319-175 should be designed as deep as necessary to allow service to the Kohlwes Building (Renton School District Admin building in the former PNB Building) at 300 SW 71h Street and Bob Bridge Toyota at 150 SW 7"' Street. The sewer on the north side, west of manhole 5319-013, will then be abandoned. 3. The old side sewer north out of manhole `SWMH R01-66A' should be replaced with a new stub over the top of the 60" storm line. The stub, for potential future use, would hopefully minimize the need to re -open the new road and work around the new storm line. 4. There is a side sewer to the south that is approximately 143 feet east of manhole 5319- 01 Ito serve Jimmy Mac's (225 SW 7th Street). This line should be shown and identified as needing to be reconnected to the new sewer installed on the south side of the road. We have also asked Maintenance to do some additional television inspection of the sewer mains in the corridor. The Wastewater Utility may want to participate in some additional improvements to the sewer system. If you have any questions or need further information, let us know. WAWWP-27-2959 SW 7th St Storm Improvements\Quynn01.doc\mab CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS REC�j�E MEMORANDUM D �EC ` � 2001 IZI rrT-if ys °TO DATE: December 2, 2002 SYS7%SN TO: Dave Christensen, Wastewater Utility Section FROM: Allen Quynn, Surface Water Utility, X-7247 ; SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage Improvement Project Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage Improvement Project. Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If possible, I would greatly appreciate it if you would provide any comments by December 11, 2002. Thank you for taking the time to review the document. Enclosure HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1101 Design\PW Predesign MEMO.doc\tb CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 17, 2003 TO: Allen Quynn FROM: Mike Benoit SUBJECT: SW Vh Street Drainage Improvement Project Phase II 75% Design Plans We have reviewed the plans as requested and have the following comments: Sheet 8: Recommend adding a note directing readers to sheet 15 for the sewer design. Possibly as part of the note calling out SSMH NO. 1. Sheet 11: Recommend adding a note directing readers to sheet 15 for the sewer design. Possibly as part of the note calling out SSMH NO. 2. Sheet 11: Need note to require "After approval and acceptance of new sewer, abandon manhole 5319-19, fill two 12" sanitary sewer lines to west and plug." Will need specification for filling mains with slurry (to prevent potential future collapse and sink hole) and abandoning the manhole. Typically abandoning a manhole entails punching or drilling holes in the bottom so it can drain, filling it with a clean granular material, removing the rings and cone or flat top (minimum top two feet), and restoring to the surface as normal. Sheet 15: The note for SSMH 5319-175 indicates "rechannel". SSMH 5319-013 does not. We suggest that the notes be consistent. Note 2 on the page does indicate rechannelling for both. Sheet 15: At Manhole 5319-018 we would suggest `plug ex 12" concrete sewer to EAST'. Sheet 16: For pipes in a casing we require that casing spacers be Calpico or approved equal and the ends sealed with Cascade End Seals (see attached specification pages). WAWWP-27-2959 SW 7th St Storm Improvements\Quynn02.doc\mab CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 10, 2003 TO: Dave Christensen, Wastewater Utility Section FROM: Allen Quynn / SUBJECT: SW 7`h Street Drainage Improvement Project Phase II — Lind Ave. SW to Morris Ave. S. 75% Design Plans Enclosed please find a half size set of the 75% design drawings for the SW 71h Street Drainage Improvement Project Phase II — Lind Ave. SW to Morris Ave. S. Please review and comment, paying particular attention to the sewer relocation work at Hardie Ave. SW (sheet 8) and west of Shattuck (sheet 11). Plan and profile details for these relocations can be found on sheet 15. Structure details that include casing pipe for the two sewer line penetrations can be found on Sheet 16. I would like to schedule a design team meeting on either November 20 or 21 so it would be greatly appreciated if I could have your comments by Wednesday, November 19. Please call me if you have any questions at ext. 7247. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\Phase 11 Construction\1101 Design\75% review memo sewer.doc\cor *- 4 CCITY OF RENTOJ LIASTEWATER IVISIO43 ,PUBLIC WORKS) LOG_ REPORT 01-22-99 WORK ORDER:3858 DATE :6-25-02 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START : 8.0 HEADING :EAST LOCATION :300SW 7THST PIPE INFORMATION UPSTREAM MH# :5319-11 DOWNSTREAM MH#:5319-12 PIPE TYPE PIPE SIZE :8" LENGTH DEPTH :7'3" FLOW RATE :LOW WEATHER:SUNNY SEWER INSP.FOR FUTURE STORM LINE REPLACEMENT 300SW 7TH ST FOOTAGE: FAULT OR COMMENTS: 227.6 Ft #PFO3# PIM 406.8 Ft #AT 3 �S #406'TO CENTER OF MH# 5319-12 THIS MH LOOKS OK END OF INSP.# S, Qf 5r.a,2 e,'...sT A 1v FOOTAGE: 29.0 Ft CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-22-99 WORK ORDER:3858 DATE :6-25-02 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START : 0.0 HEADING :EAST LOCATION :SW7TH&HARDIE PIPE INFORMATION UPSTREAM MH# :5319-12 DOWNSTREAM MH#:5319-13 PIPE TYPE :CONC. PIPE SIZE LENGTH DEPTH :APPROX7' FLOW RATE :LOW WEATHER:SUNNY SEWER INSP. FOR FUTURE STORMLINE REPLACEMENT SW 7TH&HARDIE FAULT OR COMMENTS: #29' TO DROP INTO METRO LINE END OF INSP.# lL' CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-22-99 WORK ORDER:3858 DATE :6-25-02 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START :8.0 HEADING :WEST LOCATION :SW7TH&HARDIE PIPE INFORMATION UPSTREAM MH# :5319-308 DOWNSTREAM MH#:5319-13 PIPE TYPE :CONC. PIPE SIZE :8" LENGTH DEPTH :8'10" FLOW RATE :LOW WEATHER:SUNNY SEWER INSP.FOR FUTURE STORMLINE REPLACEMENT FOOTAGE: FAULT OR COMMENTS: 11.0 Ft #AT 11' TO DROP INTO METRO LINE# #END OF INSP.# r C�� � ���v 1�,b �6'S� i '�b�� �� L+�fAb UsuAC� 1O " `— CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-23-99 WORK ORDER:3858 DATE :6-26-02 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START : 8.0 HEADING :EAST LOCATION :SW7TH&HARDIE PIPE INFORMATION UPSTREAM MH# :5319-16 DOWNSTREAM MH#:5319-308 PIPE TYPE :CONC. PIPE SIZE :8" LENGTH DEPTH :8'10" FLOW RATE :LOW WEATHER:SUNNY SEWER INSP. FOR FUTURE STORMLINE REPLACEMENT FOOTAGE: FAULT OR COMMENTS: 176.3 Ft #PFO3# (,+G� 323.5 Ft #AT323' TO CENTER OF MH 5319-16 MH LOOKS OK END OF INSP.# i ►�s� �;r.� icy ���r�36 C��t3 '��Jv� . 37.2 Ft CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-22-99 WORK ORDER:3858 DATE :6-25-02 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START : 8.0 HEADING :SOUTH LOCATION :SW7TH&SHATTUCK PIPE INFORMATION UPSTREAM MH# :5319-20 DOWNSTREAM MH#:5319-19 PIPE TYPE :PVC - PIPE SIZE LENGTH DEPTH :10' FLOW RATE :MEDIUM WEATHER:SUNNY SEWER INSP. FOR FUTURE STORMLINE REPLACEMENT SW7TH&SHATTUCK AVE S. FAULT OR COMMENTS: #AT 36'TO A DROP INTO METRO'S LINE END OF INSP.# 4. ?4.C6 (.Q GF Vl C�nT\-, or Loc�Ck,�- " � i k A06 'S- � 2 CA-�2a, Lb�,� V,)6KY v,QO�\.k t\ ........ ...... 15 12 308 I16R010SW-7� - sIsl21. - - ROI-1 - I- -324� 22 R01-9 18-191METRO C� 14 245 ISO, 81 244 4 Ave S < Lr. 813 812 811 sto .. ........ 4 247 39 25 26 .34 co 38 27-'_----'-- co 43 28 30 18, �o Z 33 18, zo 818, st 29, 35 0437 40 41 4 •L 32 45 1 45 st7 .. ..... 44 9 82. 841 46 Apl Ln -8185 L co �77 - 00 1 0 Ln L 8 4 oI 3m.......... ... . 0 5 �1.5-t . 94 4 —60\S 15'h St 64� 7;z76- T 81 '8' Zm \1 69 co 9 66 163 97 or 47 ZES 7- Nc--- z 0 .5-0., 0 � a 4112,5 r= x ui Uj v CITY OF RENTON APPI.TCATION FOR SEWER SERVICE Date-•--•-..!.-..�-!------------------------------------------------------------- , 19_._9-0. Q-U�4�- .....hereby make application for Sewer Service for the premises located at No. ia . ....... 4a ................................................................. on Lot No ----------------- Block No------------------- Addition ............................................................ orproperty description-------------------------------------------------- ................................... The Sewer is to be used for -........................... . .........................................purposes., and ------------------------ agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed.................................................................................................... Sizeof Pipe-------- ------------------------------------ Kind --------�'a_------------------------------.....-------- Sewer laid by ..... 4-- -----------A...--------- -- - — --------..--------.---------------------------------------------- Date.. .2.... / �_Gr------- Sewer turned in._ .:_..-------` =---- `.'� e --=--._tit C'. 9-69 R&RP _.._ .__.._.. CITY OF RENTON APPLICATION FOR SEWER SERVICE ..............---....-k.------------------......--------.........._9 19--�0---• Date------------ ... .• . —t4 hereby make application for Sewer Service for the premises located at 7 �"T ------------............................_. onLot No ----------------- Block No------------------- Addition---------------------------------------;-------------------- orproperty description: ------------------------------------------------- ---------------•----•---•---------- ----------------- The Sewer is to be used for...eew. .................:. . ........................................:..purposes, and------------------ - ._...agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed............................................ ......................................................... Sizeof Pipe --------------------- -------------------------Zd---------------------------------------•------------..........----------Sewer laid by-------_.... ...................... .......-----.........-.............. -............................... ----- ......::.............................. Sewer turned in........�.:_.........._........._............_................... "9 R&RP JIM MH CITY OF RENTON APPLICATION FOR SEWER SERVICE 2 3 i9....9 �.----..... ____......hereby make make application for Sewer Service for the premises located at No......650. Rainier .Ave.: S_: - Sound -Oldsmobile .......... ... _M.................. ..... ..... onLot No........_........... Block No.................. Addition ............................... .................................... orproperty description:......................................._.........---..................................�..�._..................... The Sewer is to be used for .........Commercl a ...................... ---------------------------------- purposes, and ................... ....... agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. signed_.._. o utid..ALLto ...S.to.r..s..........._.._.._.............. -0........... Sizeof pe..........._.................. .............................Kind........................................................�...... Sewer laid by........Y_e MUUXI_. Ltale_.. Q -rl $- t r 4 Q i Q n._.............. .... _....... ...... ........... Date......::.1. :.. .......... Sewer turned CITY OF RENTON 0 APPLICATION FOR SEWER SERVICE Dee._. . �:..-._�:. a-- .........._� 19..11 rs�.._.. ............................hereby make application for Sewer S rvice for the premises located at No............ .......�._ on Lot No ..................... Block No.....---------... Addition .- - ....... - .........--- - - ....- ---- - • ..�..�. orproperty description: ......................................................................-----.............._--------......--•--.... t-Q�The Sewer is to be used for .......... --------------------------�?�'�.--.._-._... ............................ purposes, and ............................ agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. SignedC,C3`. ._... ..�}:_. ....-=� ... .... �.......... Pq Size of Pipe ........ PVC............ ...._.Kind ............... ....... Sewerlaid bY-------------•- - - ---- --. ..... ..._ �..... ....._...._..._......... Co`j Date... . �.��. ................. Sewer turned in.._....6...I.511.1............... ----• -•--- _ / .............. lu 'S _aAV IJa_'-.'Vj CITY OF RENTON- APPLICATION FOR SEWER SERVICE Date ..... ................................................... ........ ............................ hereby make application for Sewer service for the NO . /7A Premises located at . .... .............. ............................................. ....... on Lot No ..................... Block No.........-Addition-..-...-..-.. or property description: ..................................... .......................... ..................................... The Sewer Is to be used for......- ................. "I ........................ ............. ......... CIQ ... ........... .................... purposes, and ............................agree to pay the rates now or hereafter in effect for such service and compall the rules and regulations as set forth in Ordinance regarding the use to be adopted of such service and the care of Plumbing fixtures. I Slgned....Vs.... lot ............... Size of Pipe...(� .. ....................................... .-.......-Kind.... Sewer laid by... (9,/,- fi ........... Date.. .......... .......... Sewer turned in.............................. ........................................... ... '01 A� 00 'S -- - — — — ------------ - ?4d i A SMUT" — -------------- WqF cots 5.! �/ 7T" :57s .I, co ez CITY OF H ENT-0--fi; APPLICATION FOR SEWER SERVICE Date.-------•---------- --- 19.__ d __..__ re ........ here y make application for :S a :.Service for the premises located at No- ------ .__ -......... -•-----•--------- - --- ------------------------------------------......------....-------... onLot No ----------------- Block No ------------------ Addition ............................................................. or property description: ................ ..... --------• .--------------- ----------- The Sewer is to be used for ..... _ __. w. ..... .... _. _. urposesy ,an ------------------------agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed..................................•--_..._......----------....--------_.--...------...------....... Sizeof Pipe---------- -- /a-. �-------------------- d- ---- C0,0 C_.-•---•--_.....__..----.._................ Sewer laid by...._...'.._?� 7 Date..... ........................................ Sewer turned in ............... ............................................. 9-619 RARP.. -T- !J07 N- IL IL--- of UU8 i ------ ------ Fr IL I- I L I L L__7_ �I -IF 1-7 - 7E �' / ---7 - --y -: =7 (7-;' -, / -, CITY CF RENTCN APPLICATION FOR SEWER SERVICE Date .............. � . ................ .....................................................d 19................... -.... ereb make a a i n f - _.. y pp c t o o Sewer Service for the premises located at No. .. ........ .... ........ .. .............................................. ..... _..... .................................,................................ onLot No ............ -........... Block No ....................... Addition............................................................................................................ orproperty description:...........-......................................................................................................... ........... e.............................................. The Sewer is to be used for ...................... .. . ...................................................... P purposes, and ........... ............... -...................... -........... agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. Signed.................................................................................................................................................................. Sizeof Pipe....._...._ ....................................... Kind....... %.....!. . .... .............................................................................. .................. Sewerlaid b ...--x.. .... .................:.................-................................... y� ... _.............:,...........................-.1 ............ 070 ov'r -A Date./ .........-.... ...._....... Sewer turned in ....................... -........................................ .. ..... ..................... ...� CUM 'J� As SW-,N 15.: �,Eo NEW &mmw v hils;T 4 W4,- ,-nwA 52v*2 EXIST SPQR TRACA J Pj SxiSf S-09W O4A,4 by j. Ofl4af25 (4 91—tS) WV m4o Y I C. 1 1\4 i I M A r 5CALA, I"- 3= -T lw Otto CZ. -I 13 At-m2 vdwI--Y ;OR w 'NST._I.Artcu 4� .I ­D4- �-�,GEV 7e- FIR 9-Ir Gr—_ ;c .r 19 2t, Natoli W&TOR W&TOR zazl nq ..w ,,rw A 5AN P-W /w-w -SAW lseR92 M.N.S - RPPRR14vr 1S.0 ST. V4N.Tlw�w IA4 New WAT62 INv. t..q�. --ro- CTy c. K47 PAY �LL C�-M. IZ,4 Arew aiz ZI 7 -7 -N�A 44-36%*- pr Qeouzow 54,W. . 7 � , NAW 6' aDWO. :SAKI. .5swoR 1 \ M.N. 1.4. v2 13. :L4.w. _j $a COW. Srogw. 'Eswsm -LwP--9 uP 4-0' 7- VAX. P, 5 iA D, - T1. — ------- Sp 3. souiw. -7 TR STQSET (;--NRJY.SFtLY 150- 144 TU ST f 150. n XYP-) KAIM T E t 4. 4. 4­C9 ck- ��LO WAfag I q.W S-15: II.w I LI-r 'YA,ma czw- 405 1," WA1.12 c —S., S S S-.J ITA,2Y S rzWBQ 'ZI.&O IAW ict v-so 2.51 —1D so 5TC4M DRAIN V. C-3-4 4 At 2041 '1)&' 1:6 P.-Ume"lIG i t1.60. mee �7 --Lox? 017. DESCRIPTION That portion of Covetomant Lot 16, Section 18. Twnahlp 23 North. gangs 5 Wt. Y.M., ling County, Washington, described as follow: Commencing at the Souch quarter coctrr of said Sactine 18; tt.- N 89. 17' 37" t along the South line thereof, 815.15 fat; thence N 1• 13' 53' . 190.55 fart; tbence 9 73• .. 12" t 150.75 rest; thacr on • line pw*11.1 to and 150 fat Yeatwly of the centerline of Shattuck Av a ehowa on S■Stbers Sth Add. to the Tow. of Renton, according to plat recorded in Vol. 16 of Plats, page.33. Bald hex. [Lrag Comty, S O. 16' 19" Y 2A.A8 fcet co tM TRUC POINa OF BKCIINING; t S 0. 36' 19" W to the North margin of S. 7th St.; thence S 69. 17' 37" .1-8 acid North mraI to the Southeast corner of a triangular tract co wed to the Cloy of Renton by need recorded under Recording No. 72OA27O475; thence NortMaterl9 .long the Northematerly, liar of said triangular tract 22.5 fat, M/L, to the Latterly _St. of Lain I. Ave. S; thence Northerly slosg said ta.twly ■ $I- to • point which ban 9 89' A6' 28" V from the TRM POINT OF SLCIMIRr; chance S 89• A6' 28" [ 286.00 feet, M/L, to the TRUE POINT Or BECIIII1aC; SUBJECT to port 11ns eaoaents according to instruments filed under Recording Noa. 167618L, 3211060. 3664559, 3378930, 3664560. A 3429774; (A portion of abuse senor[ filed under Bet. No. 3664559 was released from said easement by instrusrnt filed under RecordingIb. )902090718); AMD SUR7EC7 TO ut111 pa and store e r sasments as filed under Recording Ma. 7307020338. \ . :. PLAN ,17 ntlNTroN FORK NYDRANT QUA" POSTS i VOW MTORANT "MMI LP 1 2--T4'6T— i D gI OOMS'ROCf ION 170t9: 1. All "twist sad ewdauhip Mall conform to *City of Re■to■ Staudards d .pscificatla■s". 2. Nodding fee all PP; pipe Mall maim■ to APYA Section 61-2O2. A" rdw to 6" over pipe. 3. The contractor shall maintain 42" ■1N. to coesr mayr lime. A. Tightlim all devapoute to the Catch basis* VIA" DIA. ADS. t7p. 5. A copy of tbase *pprwed Plena shall be ee-atte during co"aaction. A . Lxot its" of w3etlrig ■t111tia we apprnstmace. It *hall M the Cc.vsccst s respomaibllit7 to locate, the true aIw tlo s and locations so as to evold change or disturbance during coestructim. 7. All required landscaping *hall confore with City of leatw Ordinance. All landscaped area shall be 1rr16atod. S. FK pia shall be DR 21 with Is" ed.f■ass toast and SM 35 wich 36" ■let— cost- 2. Pawing .1-*21 be 2-Web Class S asphalt concrete east A -lochs. 5/8 Inch Lous .rushed rat saw ct.paet*d aub-ban. Step. to catch beat.. par app,.ad store water retention plan by All. Inc. d*ted Nor 2, 1983. 10. Sereur Paving 12" beyond --tl o, b*ckfill I= w/ 5/8" I— crush rock.. cmpected to 402. replace paving to match existing. f. W era rarfrlt dau r r � s a er - r =rrrrr� rr r r ar r err rYr a.rr a rw war I w err.. r rrwrrrr. f. Y1 rrr r r.aas ruarr rma w aarrrw as ran rrl r b a .wrufrn r r.rr r w r �... inns." r r r w.rr r srwrar. r. Yr rr r. Farr r r rr t•r e.ur rr rr w/ = r it rr1 a.flAYrwi r Irian arW; rrr Qw r. rrr iy. corn.. r r r.+•r r ■errs f.r... s.ry r r caw c. r a>r ma raw cursor" w„rr ' ..rarer r "rrr .rrr. rr was r r rrr." 7r•. �i� �cyr �r:::rrrr r war r r...r. rr era fr r M U. wryrrr, rnr ra.war oral" r rrr. wa r.�+ rr rr curs rr�.�. aY•rrr W rrr par. a a. uyf w rr ru r war. �r r swrr r ".curs. rY v.r ti anrr..r a. a,r.r.r caw ran r.cr.r w r.�r a r.err.wr .rrr.. r ter*.. a.. rrr Fri r ,rr.r r' w.r r "way .ran a, r. r r r.rc.a'...rrrYar .. saw W rrwwr war. wr•r raw4 wra..nr. r,a.lrr r aces rr, r err. .�..r .. r ua W ar —rrr r w rrr.. � wrnrr. r� ran .a.fr wrw .rw.. t c.: •ar.n .• «an car wiiin aww �.. n rr r. war. r carry m rr.rr. n. "rancor" r war raw r ww.w arrrra ..r.r rr .«.y r ran r r.w+.. war car tar rr.r. Cox NOI25 Ocearpaecr-•-------- }t Type of •:raetructlor--^ 9-[ Inc SSta--- 60.028 s.r. Parkimg Provided: cost.ser $-It. m A Trla-- Truck Sales Stel 72 landnc ! m: Along Laind er Ava-- 10 feet Alan 57th Strost-- 10 fat Along Last Prop. Line— 5 tat setrce------- 3011 S.F. (5.02) Jarlyr, M40M V ---9 _ V — 0Plad 10w1duc LAMUOM Amok p.6ct fg VIGI W 7Y I,r14P LINK LftTe' fAsrZ�7 it 1— tkV,3,04- mm jv CHECKED `YY1 Oo a ZO 4m LA >i IV lvt., L; t V_-',� 16 C. I.P. W.1­ IG', C.I. 7 ',i-- 4 w-+ well TO BE ABA-)UONEV -7, SHATTUCK ST. I Storm Se er ,0 0 Co ww ECT TO EXIST. 8-,/1 Iola•�R ' TO Sts A5AIlDQr4tt) 1.N 10C.I.P. S.we, 6 o-ia­ storm Sewer - Sewer 1 20 1 11 it Al 0:1 ll iul NI 147 30,_ -3,:f -'PLAN - r.0- g/w - LIFT 5TAT i C- N - %4' m I'- c3' W-i­ C e 7 cov!Efl ,SECTION -_ A -A PrEFA-B. PV-rIR� I. ION WET E wr-L- (sy -TO-s) 2: O'F10. EL-3. ZZ.25, OR TVEKIT. -IT RbE sEwETz I 5­1,r^Ry stwB2 1. NEW S" I TAtL*1' SEWER NEw pRK.sVVP_ L;NE -F—T sTORM 5LIPI. MAN kQLP- 5AM. SEW. M.N. NEW MAN 401-12- G-0032. �A�AN �00�1 E �, P120TEcT W-2 5 7t6 4 Si4/--,Tuc_l4 1._SEVJ-4dvF_ . Ll*r-T STALT ION I I I I A I I I I A I I I f A--- . — * -- - .1 . 11. . I : .. .mnh�_ nmmk Al . I A. 4^ — — .,M— --- _.Imsk� o� AN Dwc. 133I3 S4.t Oft" CITY Op REUTOu GOWWEGT TO EX. 18" W.M. W/ (4.4' OVER a EK PIPE) TO ow uea� F IS"x8"TAP. 5LEEVE (MJ.FL) 1-81 TAP. 6V(FL. MJ) � 'bw1a "'�"'`� n••le•mfnele r+xrer user r'ni Od'f,R.O,M� ORAR tie r __-, x•Fa. iv. ia,,TMa1PE N/x•9D- EdML V I�6'R1E aeRx ��Ea4 fa �-101 GLEAR, FOR F,H. 18". b" TEE (MJa FL) (51A 0+46) J� teas .nw. raw r:?eR.RA a nw h (0 4>V (fL. MJ) �.w•, AYwor. ca infFpu•er a-rr aae l+s• I r i 5TA.Oa00 TO 50UTH I-51/4" MVO HYD (AJ) (PORTED TO EMT) STD) �1 �r Afsa+e r R` DE��I L A m (6 OF E5M'T) ©S. ! ll!1 t T I h'TS 'TMN,�AR� I 1•ral'Y. y _ JPIIB ebu PVE f IS4' - ) w _---✓o--_ 4 - _--_--- m��., .>e �mmJ�._..� YrnB � _- v-•r.. «.... « - - `- - - -__ ieZQ"- -- - - ..o --- i I!••,ss_•a��.«,a- r^V �, o°es .ureR��wss�f"� �_y I __ -_-« .L—_—.rc>L-___— a w•s •'- _ I II• --u,= _ _-•,- i"_T—� _- -•• _-_ro evWr, ec,� w� (;ter ..v51 PERM. ESMIT. �' ✓i •• - _,x _ • � I a e �t ro• osa;oelo To ally IC/5Y -r s r. s _ �1r M1E ✓AtLE 0+ ,amcAoeo I I z. z•e..•i•ae fir. 7_ I I r q �A A. WATER SERVICE DETAIL is �; - _ III ( m lYOf�: W`nAUEDiwD M�"dcs ns thPrL� _ pl7M ERr!iv sERYKE sL_ I k % _ _ — I Au6�[ Pr AS Fai"W : l I:FA, M1E icR( I' �R Sl2c As REG'O) fbR? VL4065nC USE,(SU61 T61• M c4s) e / ° [�J�/ IrA,Me,eR(IVORTORS%S)'SRWD)FpRGARWASN SFRINiCL'N6r J" SEX. WATER METER 5 8 (rXEMPT f-'m Mm aies.) V : SERvlce EASEMENT DETAIL 0 2Va'f2Ys'R4" �/` ;" / /. ED FROM I �' I �� 04 �I P�F ) gee �t� r FIRE � EFT u[sr Couc. VAULT t d�f510E OF 'R'-$'< 4'-4r Wr5f0E DIMENS !p'WAFER GFIErX VAtI,•E 81111gA16 FLAG fl' NIN6F� STEEL P / — I i-:,�p•� hell i I 1 sfuRA[ aD:Es ..- RATE TRAFFIC LOAD UD. I + I. All wart merAHA, shall De io -f-ol. Nth the standards aed speclflcA- arr tidrs of the city of Renton OtilIty Department and the latest Nihon O[ te,-41 / I A.w sLAdards Ana Spec,f+c.tims. GATE VALVE �r -- vr/iM,� t�OK I-8'.2'TAPPED?EE I (%A. 2415;) z- An txAciaos of e.istihy utilities stein ,re app,axirte and it :la;l be tn. Y✓NNJDWH�L I �� A I ut`et O 's responiibilit a inrif the woe And correct lacaim so a to C I �h2 NIPPLE (BRA55) > y t IUDICATOR O ff��j�f� T I- .6V _ aeptd damage or etscerwae. MOl)NTED Wj g D.I. A- I 2 • <,. ]. All eetmr sets pipe to be taunt lined ductile iron pipe msforsing to ANSI f' -$tF-8 C1k.. I A DUT510E OF ( ✓ BMETEK (z EA)1 I A a Spec'. A-11-51-14ye air latest -10ce. thlctiess CIA. u. Cement mrt.r 18 .8 TEE (MJ.� 5TA- 2+�5)® -let ng tee -1 costing shall conform W ARSi A"11-a-14 Or lefatY-ravisfpa. BUILDING g' O ` 4) ( ripe MAU to be puslrOo x lUafial joint. Bedding to ae Glass C. (CJTy 1-8s6V (F--.MJ) J NEW BLDb. `✓ I DET 5 W SPRKLR.5Y5TEM I I (VAULT: 4'-'7•x 4'-4 )W/TMa L ton e. ut .[tinge eo a cast t oA. teem.[ line. e1 Ass zso. eniess ocla .isa ��• 1 HNJGU•Hlr 04t'DG. w/lurr{{I�CATIM speciftN w draring confo-Ing to ANSI Spec. A-27-10.1917, NISI A-21-I1-191i I SERVICE I PET, I Z or latest revision. All fitting joints to be mechanical joins: or flanged. V CE16CTOK crier-K a VAULT 1{A►jO- p' I' I I 1 O flanged joints shalt be drilled +n sccordam. rich N6l a 16.1 and shall be hK I SVFIEEt" W/ �1� I ! > I O 125 lb. configuration. unless otherwise specified m drawing. W/SYPA55 II./DIrATOK MVS. All veer silo 1D inches aM swall<r b uinLfn a m7nlmr cover of ]p IDOUBLE /u_ Si_ I T relies bale. llsi sh grade. All water se In it +nc bs a larger shall N at FLAW VIEW Box 3/41 DETE CTb�' ({±E'(K 0 o/ " inches belw finish 9rode. Where utility tonfl fcts occur. A. —I ai etRS. J'WALL, I• 218'®b p '.sins .re to be lmered to dear. +ar To srAtE T, I, b. All wafer rid shell be pr ii-tested .M disinfected io ,ccoManc• rn ` I I U. specifications of the City of peeton and the Washington Stzte Xe.lth Dewa partment- All pressure testing 0111 be done in the presence e pce of a rep•e- 15 I I ,� senta ire of that City of Renton. W I ( I •T) O.] 't 1. A precarhs tructim conference and twenty-four i-, notice All be required .s,p eyt.,i ii t I prior a star[1 nS "«' crosfrvctl m. .. 'saa,r•aa S. It tha11 be the [ae-tar's reloc-o"Ity to sec..re at. necessary permiu twa� w us pass ririi w rr,r,¢ prier m starting most net titre 9. l•etal it- of corpor.te :cops. r.ter ,errices, Ilces And meter: to be a�lsshed by the cit> of etntan. - V t ~ II + aI• - (o I " 'ai 10. All connection tozaesisting oalns to De actvnp'. islet by the City O1 abed.. awron-N. a,ar,r.w, .ez I-6V (FL. NMJ) All 'ac , rcrm and b tree s to be sw liAt by the concracmr end EXIST 5.5.1500TOF.>ERVIGE. +� F51/4eMVO WC),(MJ) MORTEDTOWORTH' be oa-site prior to mci<itati 'I REMOVE': -LUG A5 REQ'O. I I 4- GUARD PO$T5 c FOR. 4,6TALL.ATIOW OF NEW ! - (5EE DETAIL A) n. ii wiioeeree A ca", "had Dr • .ew-:entatiee of the ettr yf Fles _ afar ro s'Dl lity a natsfy the Uteri[ [melt W om ,sr O6tr its " �TRs•AISN+•SehOu Lf4E 2.a'.,EMFA.TS - Lt, 24 Ian I. adv.rlcetaf bztt/ 1 'ng ell construction - ire a wATERMa w. t w _. a .. if ...� 12. Contractar to prof -de flung M emp.r•ry bl-off •isaeblies fair testing '•"•"ct �I� �`.-, - • s ��� and pority crep- info to f. al v February 19M F - mwr.,•.vawu'a�`irnprpr .sia (;.YoTA afRS�roN wA'FjCMAIn) ,��-�'. "-1 To�t';.:�'�,.� FvK AOP1T0Nh. 7G'iJVI.S Oi �`,t� \ " e'>h o I+ I'8 90' TEE (MJ.MJ)(51A,1a+95)®' r `IIe " NOTE: 5RE SURVEY INFORMATION AND EXI5TIN6 ELEVATIONS a, PLUG ®178Lf-8R01.— I-8'xBaTEE (MJ�MJ) (STA.509)� a TAKEN FRDM SITE 3URVEY MAP (DRWh. N0. 73A01.5) y — ---- 18" TEE O(i PREPARED 5Y NORTHWE5T EN6INEERIN6 GD, r'n 5EAT'TLE, WA. np „- 38LF-8�- '�� CITY O F R E N T O N REyISED To INDICATE �,s ,tee As -wine at, \ ` ��CCNJSTRUCTION RECORDS fait. fro. roltorin9 Amrtas: GUT-IW To EX, B"W.M. W/ 4eL v =+ "O G I. hetmda of Theuri9Wt Co. DETECTOR CHECK DETAIL m I-8%8'TEF 0' J.FL) _ a 1r = 9IA Sala 2. Ali a F. -es Co. .. Irl Rea / g.. tall. nl G. yap.e ao air by fsA, sec. 1-8 x18" LONG NIPPLE IST OLD& -1 E E5M T A ALER.ncw r.blic Worn:, �� 1. aural: Litt b> •.D. fowler m. 0 18" 50L10 3l EEVE CPL(a (MJ) I h j t 0u.i. 1-8"&>V(FLxMJ) ,..W.'o ��•° *t s I Approved Date 765 I'B"NIPPLE(LE#Jr fK A5 RE0'D) 1-8"22'h•BEN0(MJ.MJ) i 'id WATERMAIN PLAN 4 U XAMON OF EXIST 5.5. 5NALL ® aj4 ?96A ADJtYg Lgow rue A'70rttcfj& R/w _. 5FVERIFIEOPRIORTOLON51- Derr,; M. ® �'°' y�d�,� xsee^ LINCOLN—MERCURY DEALERSHIP Rt)0TIONAN06HALLREMAIW ��� \/</ 1N 5ERVIGE AT ALL TIME`a �� \'q ®au+ Tnd Oe"Oo v uEY°�eai as 45ws RENTON, 1'ASHINGTON SITE ` • - I = it 5n 716,64 RE `2_iiti °ER CITY REVIEW ` OVAL FORD LEASING DEVELOPMENT- CO. a,p t OVAL A i >�A RCYI m10Mf F9r'. AFFRf A; f9R AtPPAOVAi f FUTURE CURB/GUTTER j 51DENWLK LLYATIEYI (APFR IH'C.I. Wilom gIN � EXIST'. CB BY CITY OF R•ENTDN [APPROX. ILYATION) IT. I PA RKM6 LOT R7NDIN6 REMtrioED EXIST. CURB MAX. W5. 2Z.0 PROPOSED i�i iups��s'•`m+w) iDRAIM M t SIDEM(AUC, INSTALLED GRADE DCIST. 2'6A5MAIN NEW 36 WIDE. ASP1,Aa RES/OVED 805T. CURB Z4 LAPPRn+c.oLAFcr,TitosH'ca 14 ENTRY DRIVEWAY C=OAINF.CT TO 17CI5T. C.B. i DRIVEWAY- IMSTALLED- - PER CRY OF REiJ'IDN NEW W' WIDE ASPHALT 6 rauaNaw . �STDS. A JUST EXIST./////7 I.E-a I5.1 [A PPRdC.) DRIVEWAY PM CITY22 / y 21 -.R.r �' ff�' UTILIT S TO FIA115HB(P lA OF RENTE)N SIDS. RELOCATED (I) 0.50'Mwc. I 1 UTILITY POLE ICB! I C PE 1) I rQ J -(Z•CMP- 0. 5Ox - ZO / 4 I:I I I REGZ D. EM=151.45 I8 IDSLF-15 •CARP. O.50'� -b' I�'I I I 18 SOUTH I;E `1T.33(5) r [pHI P[IY) S T. D e.�� ". D15OONNEG7IX. 61PE-- I 4 I I - --�- - - - ;�tE71 1'-- = muuEtr ro EX. s.s._ -- - ---- - 14 -.a.. .zx.r •'-=- ---- ---_ - - v sazEa�l-:- -- IXl5'f. cE.•K.z ! vO 12 t3'sN�. Uh m 12 ICI la Tacliv'^ Rii.ITdJ - '� --'. -- ----'•Jlr- cBAll CBS&0 C15oz (APPRK. CB*A_I RIM - Z1g0 RIM--50 . 2 / • � •, _ - _ _ -__ _---_-go--- IO .[S LE.- 21-H0C129 RIMIM 3LOCATION) [ •s `U>_10 J a1 a• ° ; ,. _ f wa rc�.w 4 10, STRIP [eEDeD TO I.Ea I1S 50CLs') (KE3TRIROK CB&) RIH•AP�Efl S� _ c_'N FOR R/W. Ca-5EE RIM-ZZ.0 [MRrr�1 �TRzrcee�7 /O •- r"J-'A"� 8 DETAIL) LE.e 15.55 (u) /�jf Eq _ ._. v I.E. 17i0(5) 1 I• .� <siR R rnMl i tP.� 1RRIM. Ap I ,a _.�--- 08 C E►01 Ell`� Y EXIST.n[Ex `•� - b I. 1t;.50(w) SIL A RIM :z. SECTION VIEW OF PARKING LOT RETENTION PONDS A S. 7th ST. /EJCI rwaT�[IRfreR'PT 17. s ��` SCALE: Ht 1"R40' `!i` /• i Rf= -UNE Relmoko - al -GMT I l , Sloe -SeivER I 1 (SFiC. wr+IL% ax� .PLfj DI GENERAL NOTES > RnuMo soon RRerM croRi euunou ; .11 AT UNE I.yEL _ .. - . .. YM u0 r CARP. orssET Un so T .- r 15.73 ff! x -s. �' III • -' I - iz Li 'I- Kl LNG[ INTENKS -L N 1. [KPIbAK[ W. M IIIA.MAf AND sRC�FfMTIM 6 I nLiVIC.E 19 N 'i AV M CRY DI HILT KIIITI KMITNYT AY THE LATEST DITIDF OF M TrASMx C,NW-IDO! CAP Ii CPA:. ExTRUDEO bi j4 OFFICE IN, 11 ISs'xi - O. LOC. 7 AS w sle:FlunNR, sIACR YVSAp.I y.TE Ps I / RL-'pK oc ovENIMAG Auo E. KL !LOCATIONS OF EAISTIN NlLlllrS SIgR Ra AIr W7[ AND IT L N M COY- RTW R'eCIDCD MOINE ( dIQLTLV 0.6[ fAOORi / tl I FF Z[P-Z �� �IAt i DRAPE r TRARFOR'SUSPONSWRIFY A VERIFY M :RK AM MGMECT LOCITIO, N AS D AVOW 1 L A PAFLt�IS-- CINUARE ARD TMRNTiN - pT.. HILL N KWFIND I. TO / r1 CB �.o nuTluc RH MS Film sra LIE.- Ids.(. T LIAR l�f1j oYRNAPAwv Nr. uo IAooIIR eITPs ' L _ ) :SIJRFP,CE L.O. I OI PAKRIIN6 LOT L I -I AR K M DNTYPIC-1 IE5MONSI I M TO NNE KL X.-I MMITS M/r sc.NMKI:r. T RI S LE. • 19.90 I Q. (�L I RET NTION O1RRM� o^F `T +r5u nwr c�Au- s PDN(��,1I AREA) L SSIE 9RKT IFFNMTIM /M [IITIIN f1FYFT[OAS LANs FM SITE 91R1 W fORMYIc ID SGRE ' K® Q' M, SAM. Cr+ -GB�B M 3 1 ., Y EL.= 2.O NO. FSFN.5) MR- AY IuiRRIT EKIKdIc -. N.Mf, VAr:cna OaTpJT10M . dL :�- Tyft di 4!M. .. TIRE STORE IYV_ x) - I C / n P. IrturtOl ra /lA nrsNG. MIEN AASIc, :Mcn. AND NO"'.WTIM Am RATE_ Z3.T ! r %1 L AFET M KWNIN NTS N M CITY 0 KNOR KPMMN N MILIC MM CM- HY CUTLET o• INLET RIM'21.5E WRI{E -Up P I 21' I CNT[ rIM Sall OF I'M KAMITA, am A, ASr C.", APAKt CAfNT JOf.tt COvp- ~ LF • 11. 12 A'1 CAAOPT '-IORIACE C ; I 11 4 LL I �+ ` NRD PIR IA AltriSgrt. fxKt COiKl1 TO _CANE "'I"IlM N CAW N 4/ sl (M. R_• LTA SLEPT AS WIFID ASKIL CMRIPTEO III[ SMALL K AWINIZIP SrEEL DE SAYMIZOD AA•MN O� O SISEL• 14 Vi[. IIIEATA[N I ASRMLT MUD. AMC. M [OWL. CWILIAOS -I N Nb n.SP CNS� Ei) I TIR MITN RINEA -1. rS . ARK. A05ER JOIN OR RdA. i r Or TYPE I. AD• dTCN MSCN 1�1 II R Y sl I GD0 (TYPE I) O. ML NAIAD STIR HAUX rcIEATIOY/OFT[NIM FK TIIS MT N CMIIRCTD AK IN 4 � fie% 7 To 3 WASIII;"0 GF w. (ikaR N� Mi�f(A,�NiH.w. '�„� "' I I RI ZI 50 .ruAllr niK n IAYIM Ac AUi101c MOMIMttT[M YAESS mN[riR AIPprFO IY ALL s�L. PA R'S . G (i('I�'le SA'STJIPP.. „1 \ PARTS t SERVIFrE f I I I . = f9. [S .� M CftT K PERM. KCILL T'A' MA 11KC FrLUA+ulzeo AAIo uaF,TEo C, ` p-y� CT \ / 1 RnrNeTdC PutR- wRs+C 5 MITT W I • Yt FW 1 f� P 0.1 FF� 23.2 - - T I lu 1x WSSH GAa F' -TM A-1AL.T (TREAT- 'J1 I a AL FAMIMTED AM lin(MLANKs sT[CLS IR Mld NSIN. [KIW IN STEPS PAR PAIR, PLAT! F .MAn TO � ' AAATAT 2 Q AiDTTCR) -3 HI Vi I I J 1 '• 1 j ! I yR <,. �L� �: [RED ARA FwTurIM IN tlNWAC[ HIrN A5111 xIZS. Alss. ALL, CW LAmOR. 76) sg. For(o ArOUN _ f( E FLOW RESTRICTOR / OIL SEPARATOR OvQtp-povI(�-.AFDuIYO �I �CBi9 (TYPE L) i� 1 � I ; � • la AM.RLAND µ on. RRN NMRD. sxNL caran Hm wA ucrlp FTtN A AK srAla 1 - 1EJ1F, 5(LT AND Pr. RIM.22 0 I a y I' nl Le.- I9. ea '�� - B 5(TYPE I) i ; 'k II. INXCO N"N"m.L151�AI AN ITTIFf THWILIT40. CONTROL DEVICE / CATCH BASIN 'AI-ITI�'�11 --- N M cMKCm•s NSIORSu1Lir. n pnFr lK Yrum NIYMN Fa ICYs ;. N. YAM¢ N Nu�Nuc AL ucIAWTIr. =11 •� - LIE 19z.0 6rIIR D . IZ. UISiIM 1TOR MAN. SIDE RHEA W NTN RMCE AN D K AIADORO OR MIIPr. '7'c'f -) As KpIINR fr RW Casnun0l,. I (� I 30.M aI II LEA 19.25(f -- iC-, ff Is. FA ISIIR GCS MIN IKATIM AM - -1 AA RRIFID' HIIN Wr1ARM MTIMAI SAS � • • � - II it / t � � � 1 1 I � \\ �. I cDIY•KI.. - �..«�.., a 1 :1 PIPE �i n / x II.G iO LF- E•CMP� 1 f �- { ; O / DmeeFtaN ToGbL o II 1, I e o t pv x I}}; I p 1 I I I� I $ oQo RM I I I I I SIDE SEWER NOTES a s.l, I z, y o 0 7 I 1. Mlr D LcrAWnr DE A SANITARY sIT CMRRIr A flK sENR lNPIIi MSr K I � IE �16.5 it{ 39.1 G6• (p ( L) I �'r '• y� � MMc1Asm FAr M CRT F AENr All[ A KPI.Mvi. f. -1 N PING AA. IITIIPNR MT CM K .SfD iM SrITMY SORTS SMALL K APP-. ..LRN��G,�IM�y y..t,q� •a.IX RIMS 19.80 CAP EAAO N` • Y N M DE-THR. N MLIC Rim. tYKEA r AM"M S "Un As SMCPID IT M IVIT II"V1�nl�r 51L � �D .I II. - woc R" • �S I.E.• 19.$O I.E-19.40 ([ SCALE: �iauAi Ei1'uwai YNiLaA�u01MPTIiK1K NNAL` ATXORUI...iN UTASTrzN IKIK RR tlHM .._-._ CONTRACTOR I Q N I-10, Y11M MIRING FRYI IR. 'ACAS MOH PING M sTV IKRS AIMS TON OF PIA. d. L 1 = 40 :. A FNIMM RNDE N n (1/1• m r.OT) csr N NN. NO YITMI A• PIA. IN M TO VERIFY I LOG' 42. D _ /•1.9' I A Si iAK tARRT K N1TNAtlID. M aHNR RIST NMT A SNARE NIePI 10 M cin IJp �•v 015CONIJECT I THEN W INSEAM I' RIM AT A NA! R IL IIII1.- \ A. CAI r55-EG51 FDA IIP.RYJ IOII - NIL.UND SERA 15 ANDY FK IAIRCTIK AND WIT - TEMPORARY EROS IOA/SER NENTATIOM CONTROL ROOFS jvPLUGAN.ry r •, `, NO. ADFLITAN NO T[�4 -1 TM I p Wi I1 SMALL a slra.ila RI',OX, S ii iiKrMARC I. ILNPOAARI SILTATION AND DETENTION POND SNAIL K MAINTAINED IR A SATISFACTORY COFUI_ 4 WEEDED,I� . UNDEVELOPED �I PARCEL TIOR DRTII SUCH TIME TRIAL' CICAR[NG A!U/OR CONSTRUCTION IS COMPLETED ANG TIE PERMNEH7 O = O S TrIAI SIK SN MIN rA• ORDINARY DYER. lr uKA IS AIM AI M UILRIN IF DRAINAGE FACILITIES ARE OPERATIONAL. m a I WRIT IS EMF SNHtd. caA „Y A•M A„ �,,,, r. AL REp NEO TEMPORARY SUIREATATION/ERCSI(N CONTROL FKIL:TIES MIST It CONSTRLKTED F. IF flK sFYp 15 pr AuluN[. M On4A -I R RG9Ol THE FN In ILTKuiT0. AM IN OPERATION PRIOR TO LARD [LIMING AM/0 OTHER CONSTRUCTION TO INSNE TWAT SEDI- r7 L �a j .• M SIK SE SHALL INNu K A PDc IN S" . 11 RE IS ANY AYIDML[, M I. TI MIT LAWN W. ODES RUT ENTER THE ORORA IDRAINAGE SYSTEM. 43 s. I SO[A LIAR MIT RATArP[p TMAONA A CASTOM.SMKE. Ml HOR WITHIN SO[R RISN- a / N-YAT WYII R NM N A IRFNfu Ar IOAO[D CKMKTOR. L A MININLII TMEE FOOT NIGH FENCE IS REFIRED AIDING ALL TEMPORARY EROSION SEOI FATA- p j ti t��a�i•.r t..d I /y/ s. AL Lql SIAct N KmMrl151R0 IY A(CMMIR[ YIM M YA911NRM IIOWnIA LIxIT I• n. 4� ' TIOR [ONTIIOI PONDS WHEN OFM STORAGE DEPTH EXCEEDS SIX IICNES. i i i � AM MATH ACT (WISNA). '•.� . A. THE EROSION/SEDIPENATIOI CONTROL PLAN IRQUDES CONSTMICTION O TM FOLLOWING (AS vuAiMR'-ti 'f I I I uKRAONLYD Yi II ITT IIKMATTM ---� SNOW DR THIS OWING);H------ UNE a A) CORRECT TO EXISTING CATCH PSI" IN SOOTA TIN STREET. \ • tt UOR•NZ,lY•W+, •' �- �br 4� rI�CT�Ic MORTHREST MI TELEPHONE -1 Erhspin It a\ ru¢r sow MORE' AND urN cxAN Ds.rAN / .... .... I) IlsiAl CATCH BASIN NO. 1 AND CATCH BASIN NO. 2. \ 4 � `•.I,� I v,•` `_� ,tiC';� .,`.+ _ - Cj INSTALL E05 LINEAL FEET Or TS-1ACH STOW PIPE. CITY OF R E N T O N :AIaA.D•o+Pa .F-LAIR: as l D) INSTALL IS -EACH PERFORATED PIPE RISEN AS SHCHN OR RETAIL ABOVE AT LOCATION 1Y I I I' A. -Id. VTRR lIr yn:`%;.` � / � SURFACE CLEAN OUT DETAIL 5 O CATCH BASIN NG. 70. EXIST SLIM- ^`•• a I AN J. F. Rr lerc CO. f ����'`�``• _ I. cuE THAees br ISM. IoI. F) COISTRHCT TEMPORARY SILTATION POW AS SHOWN ON DETAIL ABOVE. T�[JUCRD li i I �gEATTLE-CoviWI6rL4w TRAWSM15SLOW UAIE•�I ,D I .0 �� d. ,� ). A•.Lw Public Parks OepL. APWFsO,t�(D FORONSTE DAT REVISED 10 INDICATE IPROPOSED SITE PLAN LEGEND /MP90MUM13 ONLY sTRLx rwly REcaaos 04 - 0 NEW CS AND STORM DRAIN P. (c. STORM DRAINAGE. GRADING 8 SIDE SEWER NEW 6" SIDE SEWER �•�-•- c�LINCOLN-MERCURY DEALERSHIP , 22.85NEW CONC. EXTRUDED CURB �m;T�;oA.NPT.,F� RENTON WASHINGTON SITE NEW LANDSCAPE AREA MeKM ,..�T'..H.mMrrsT �. OtSb! AoJUST LAN'af FOR o'ADuiio4u, ; _t°!� 7b 7'A'M"""'PER Ge1L(MXW I� MIS. ORD LEASING DEVELOPMENT CO. EXISTING SPOT ELEVATION •ILKsop sareRsro eNl1T- Z j M[rl•IOXf ,z 0 m < 0 ul G A - S VALVE ALVE-- NO.78 G) tL 10 0+00 1211 C.I. WATER MAft 12.�- 1 30 i a IU) 40. 77 SD - MH N 0. 15 60(98) ;S MHl S,D-MH CJ. NO. 79 1 1 ZaAFFIC CoNTR`OL G RASS B 0 X U) STREEC ON C, WALK, 1% N ENE BiOX G R A S S -I-E I. z 0 w > 0 P-..W II w 3b rJ o r II i�U.G. PWR NO. 76 P cl OTRAFFIC LIGHT '�V 11•LVI ITV. ' RIM 2 1 TO21.32 8" W IE = 18.38 CURB INLET NO. 77 TOP RIM = 21.70 8 11 E IE = 18.87 CATCH BASI:114 NO. 78 TOP RIM = 21-63 6 lI N IE = 19.36 6 S IE 19.16 TRAFFIC CONTROL BOX NORTH SURVEY BASE LIN 1,`8 \./ I I ITI VI II I I v ITI 1 1fv W. I - Jj TOP RIM = 22.14 12'1`1 S IE = 14. 50 244 W I E = 13.64 24" E IE = 13.65 0 NE IE = 18.08 r 11 SE IE = 17. 97 12' N IE = 16. 46 STORM DRAIN MH NO. 15(96) TOP RIM = 22.08 8 It E IE = 17.44 12 I'S IE = 17. 17 811 N IE = 17.51 LOT 2 J J LIGHT 510 U.G, PWF (:)- - - p- SS MH NO. 59 (97) CONCRETE I 811SANITARYSS SEWER --\ L-JCB NO 75 I 1 /0 . \�.. r� MON I N CASE In, 0 LIGHT U.G. PWR --p 0 p a. P 30 S.D. M.H. NO. 13 SD 2" STEEL WRAP I P GAS MAIN-24 - 211 SS MH SD0 --- NO. 58000) to WHITE 3rFjIPF W/ BUTTONS TSS MH 1+00 108" NO. 57(101) YELLOW STRIPE W/ BUTTONS-' C) FA u- sow*- < 0 ICE A I -WHITE 0--o- op STRtPE W1 BUTTONS 0-01 to T T 0 m LL LL < w w 40 -Z 0 FIRE HYD-L',80QT-H. -SOOE- GAS METER SAN. SEWER MH NO,.57(101) 108" METRO SEWER LINE TOP RIM = 22, 4 108" E - S IE - 2. 45 ( DATA FROM METRO PLANS) CURB INLET NO TOP RIM = 21.60 6" N IE = 19.76 ............. ..................... ....................................... ....................................... .... ........ ......... .... .................. I .................... ....................................... .. .... ......... .. .......... ... .... ......... ........ i .... ......... ....... .... .... ........... .... ....... ......... ......... ....... ...... z.... 1 ......... ........ OJ ...... . . . . . . . . . . . . . . . ... . . . . . . . . . . 0 ........... ................................ ........................ ... .. ..... ......... . ................. ........................... ................................ 0 It. .............................. ....... ..... .. W......... + inw ........ ........ .... ......... ... 0 N. I ......... .... ......... ...... -j ....... ......... .... ......... ......... ......... ......... ... ..... .... . ................ ............................... ....... ............... ....................... ....................................... .......... ...... ....................................... ................................... .................................... ......... ...... i ........ ..................1....................................... ................................... ....................................... ....................................... ................... ............... ......... ........ ......... ... i. ...... ......... .... ....... ......... ......... ......... ...... ......... .......... ...... .. ................. ....................................... ....................................... ................................. .............................................. ....... ....................... ......... i ......... ................. ................. ....................................... ....................................... ................... i ..................................... I.: ...................................................................... ......... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ................................ .... .............................. ........................................ ; ........................ .............. .................................. ...................................... BASELIN RIGHT TL ONLY Sli TRUCK ROUTE SIGN 6"x 6' CONC. I TAX L SAN. SEWER MH NO. 58(IOC TOP RIM = 2 2. 14 15" SE IE = 6.61 15" NW IE = 6.64 SAN. SEWER MH NO. 59(9' TOP RIM = 22.01 79 811E IE = 13.00 8 of W IE 13.09 8 to N IE = 13.27 ............... .............. V. ............................ ....................................... ............. . ............. .......... .................. ......... ... .......... ...................................... ................... .......... ....... ............................. I ......... ....................... ....... . ... ....It...... ............... > C) C\J- ......... III L6......... ............ . ....... ....... V) W ......... ... ....... ... ............ ....................................... ....................................... . ....... ... ......... ......... ............. ....................................... ....... ....... ..................................................... ... .. ..... .......... i ......... .. i........ .......... ........... . ....... .... ...... ................... ............................... ...................... ............ I .............. ............. ......... .......... ; ......... ........ ......... .......................... ........... ............ .......................... ....................................... ......................... .............. .......... I ......... 1- ....... ......... .... ......... ............ ..................................... ....................................... ....................................... ................. ....... ............... 'TK—oW - STREET so o- 4 — 3.5" CONC. TEL. COI C.B. NO.80 T 3N N CONCRETE•',: SIDEWALK r v\ SOUTI BASE ARKING CURB CURB INLET TOP RIM = 21.54 )T 2 6"NW IE = 20.33 C.I. SAN. SEWER MH NO. 60 (98 TOP RIM = 22.03 8" SW IE = 13. 66 fL .7.b A/ 8" E IE = 12.98 8" N I E = 7,09 8"S IE - 7.37. li 10" W I E = 7.47 15" -E I E = 6 .7 2 .S 6- CATCH BASIN NO.80 TQP RIM - 21.27 6" NW IE = 20.07' 611 SE ....................................................................................................................................... IE = 20.10 U V \ JJ W INT. STA. 0*00 W G/1, . { G V = G •v J T Q li m f m .; 9 M.H. STA_ 4+605 M.H. STA. ! 0+57 EX{ ETRO METERING M.H. h 1 V { t SAN . SEWER cY 40, O i� 40 - - jy .tro Y Y J c r,: crrru — — As halYic �c.r�� aa' AsPtWlilc cox.: d 1 ,.�—„ - ----- - Cor.•c. C✓rbs Grfloa 1I R; - 0 IN S. W. 7 t h S T. 01) b G 'f w c �.n y Ala U M to w Q v I v vo VA 1 ' N i DATUM. ! -S1 1 -SAN. M.H. ! SAN. M.H. I i f STA_ 4+60.5 RT. 37' STA. 0+57 RT.365' TOP 22iO4' s Q. jV.S TOP 22.57 errs 0 � 20' 1 E S c-r fin/sll� Grace j t i INv. 13.76 NV 131.30 ON_ I5_30 �3 4 .5 LF .381 35 i - - - CCifK" jt• �_x V SI tCDG ! /Ir[r! j1 U' ;Z� i:745 ffie:S 0jC0 y fIS 5(1/( T it dtr. .ia - 111G , OUT j , I BOTTOM 6.89 - �I i I /cii[rl Sa .G.7o AS! BUILT B.P.1/7 /6 ENGINEERING CITY O F R E N T O N 1 3 i DEPARTMENT i irr. S-95 - I 7 th AVE. S.W. SAN. SEWER i r oc Kcn RE B a!13!75 suz ho i ! ppw4x RE i - __ I - i - • _ I , { CN ,u v A..S 4N()W'N nsu row—t.8y,-- 0 I 3 { _. .. .; 5, ..'- i:_ FEr.iL ;C.9`c'C+4s•C fJ:NT -- B01WELL'S NURSERY I -—OAISY/ ESMT. �> t;lE Yi- ,10•COd/JTEJIG'" / I -•1 I F..E ?8-6.09 u T SEL'S£0 FOP /f4UL coxP/L \ CON.VEC•'%ON SURVEV _._. _ - �• ..+ r Ycu� :';c c ;•sT (r, rcv l'� — - _`\ -- --1 -- ----- - uPf ARFA------ - x T ✓p a�t� cs i --` �T -� N. 5 VO it .l .,a- - i E !2 - CJN,v- -----`- - �•-- •`"--�-i U p.�t-5--�.._- _ ------------------------------------------ - II 5--- ----- /9 92 ND 77 S/-9 183.81, N. 4 9 9 FUru,PF 12••CoNly h /\ N tit. H. RO/-/O --- _ M.H R01-9 ST4,S7a7794 a j / I 5TA 52183.80 N \ /75 o x5.: l �i' e I N.175. 947.77 �658,46-27?_ ? ! \ 7 TR 4 Ve. �r ' _ • ILV.I .-6 P "1 . �"---. _ _ • u•R. ---v O - - --' ' - -- .. - -- '.,t `L - -----------.- k) 30RING NO. 7 122. /O 5 / — i I �; i Ex/sr. wEr wEt c -7 _ EX,ST OFLow M.H. £X/5T PLI/i.'P 5TA. ;1•WA/ 7TN AYE. I I � UP i. 7-1 v " 0 P PY.ifi: F2,Lf1E — - // .,- ✓ / `., F:[iL-..?4s4E I M. H. RO/- J/ —'1 — - - — - /.". - rG!- /O 57A.6/ f SP-38 r swr / A. 57172.94 N. /7S,942.e6 'n �'n�d4o272 3O VZOA ./0 /00 So r 60 53 54 55 S6 57 SB . 0 OOR H'G N'O. B E//D OFEX/SL .4ABTL4.!/10 L. /P/. 32 CEMENT pW&41E.1T F4,0 30 zo to 00 90 i �~ THIS �✓for— Wk as o r A- N �O c° w ~s''4�7 f _ s O� fRB O �SJOk4 ENv 6 TPE//CH SffT/O.V: � STA 43r9S. 09 TO J.A. Jd r 44. 79 -- YE.PT/C34L X74J7�7?" 94 TO SU 67+SO - W',0r1!AL 2 SUBSEgUE.VT 341.('F/GL : STA. fJ L9S.09 70 S74..S6r44.79 - CLASS_Il STA. J7+72-94T0 ST,I. 67/50 .- CLAJJIT ; 3. SU,PfAlE ,PEJ7QP.OT/O�(/r C/TY OFR£NTOJY SPEC/F/CAT/OHS - V`q`,�'. STA. 49,9S. 09 TO STA. 60r00 - 41-238 STA. 60,,M rOj7A 67rSO -M-/9S _ 5. RELOCATION C.O. '*'3 E 1508 U C Es•' An " SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE , SEWAGE DISPOSAL PROJECT RENTON SYSTEM' EASTSIDE INTERCEPTOR— SECTION ,I'. " STA. 43+95.09 TO STA. '674.50 . i METROPOLITAN- ENGINEERS ' aw.w ua CALOWELL CARIV AND Klura MILL .NO INGMAN •.WSICK YO ASSOCIAT93 ws»n• •-w o-sx. w•a Dk.'s -�'•' -.+� w of oe 03 04 co 66 AAcc /���Mp6�7/�r��� * AS CMS 1 RUC 6Y DATE DEC.24.1963 l.,00 MAY 1961 1 R201B 1 34 48 1'1P2 S&M. 1 7 Tu AVE- K—Cl 1 P PLAN V i. `W SCALE P`=q0" i MAI,iG{OLE i70.1 7+312G EP.SEMASN—ll 70 C o-:? 5-95 CITY OF RENTON ENGINEERING DEPARTMENT oRwlYrt_,�Y ow�� rr�e Ho.i - I — I n CHECKED 9GCA1-c 41 ''=--y inn eeuc%� we M. 'IE CENTERLINE DATA: 5TA' 0+00 70 5TA' 2+004 N 00' LG'47.7•E - 200.00' 5TA: 2+00.0D- PC. CURVE LEFT 1 R' 200.00' T 76.773' k"EQUA" o ' 42'00'00' Sta. 6 A +17.5t t'Sao�c , D L t4G.G08' - Sta 5r88.07 Ad. i 5TA' 3+4G.Gt - PT.CURVE LT:Fr. STA; 3+4GGt M 5TA 14+BG.Ol- N 41.49'.3 t2• W-1n.41' � J �. 5TA' 4+8G.01-PC.CURVE RIGHT M� , , T 39.743' IN A 22-28.42.2''/1 G LV 78AG4' �"'/ ST4 5+64.40-PT. CURVE RIGHT NOTE: 5TA 5+G4.d8105Va+6+17.51-N19.14".A.1•W-59.03' AREA 5HOAN'KITH CR055 HATCHING IS AN EQLUM0N EASEMENT OR RIGHT OF WAY TO DE ACQUIRED M: G+t751810C•5Du5+88.07PHEW. ( I N -THE CITY OF RENTON.uj •r , ►� J � j, Lu � ���'� � NOTE: i �wE• f " " 1� G PLACEMENT OF M4NHOLE ° IC, SHOULD DE PRECEDED 5`1 VERIFICATION OF EXI511NG UTILITIES IN -THE IMMEDIaE AREA. MANHOLE LOCATION AS SHOWN 15 APPRCb(IMATE, 11•• MII.IOR RELOCATION MAY DE REQUIRED D IE l0 EXISTING • i c ? l tiQ as UTILITY LOCATIONS. _ L T -1 1 i N CL ao u W cn W 0 ao N cn W Z J mad 4_ —4 ; CB RIM 24.07 S 12" CMP IE 21.97 CB RIM 23.90 S 12" CMP IE 21.75 CB 16, F8-1 (48" DIA.) � RIM 24.49 I N 12" PVC IE 19.39 E 24" IE-19.-1,0 - U W 24" CMP IE 19.34 _2 LE R01 —1 1 ~ .59 CB I " CONC IE 1.56 RIM 23.56 CONC IE 1.56 SE 12" CMP IE 20,76 corvc IE 7.36t SW 7TH STREET : o P 60" SD — _ — 25+00 18" CI W 12" S SWMH 5319-18 (RO1-66) 2 \ RIM 24.28 3 10 rvL it I 2( E 12" PVC IE 14.28 CB—\ SW 12" CONC IE 15.18 (ABAND.) RIM 24.07 00 NW 12 CONC IE 14.48 E 12 CONC IE 2 .17-- SWMH 5319 —19 ti Cg SWMH R01-66A W 12" CONC IE 2 .27 (R01-65) R1M 23.93 RIM 24.58 RIM 24.49 S 12" CMP IE 21.48 N 6" PVC IE 18.78 N 12" PVC 16.33 (AE W 12" CMP IE 21.43 (ABANDONED) S 12" PVC 16.29 E 12" CONC IE 18.48 W 12 PVC 15.55 8" CONC IE 18.78 - - .........................._ ��. ...._...... �_..____-- . �...._......._........._ ...._-____ ._...:::: w : :"j`.� : - - 25..... :.:.:_:.: is : :_:.....:_:_:.:_: :_:...:_:.:-:...: :.:.:.:.:.:.:.:.: :.:_:_:.:.: ::::::: _ : ::::: ::::::: : :: �. ____ - L0 CY) N rl- c� MH (48- DIA RIM 25.64 E 24" CONC IE 18,60± W 30" CONC IE 18.51 U) S 15" CONC IE 18.84 60, SD W uj 21 00 ku) I i I MH (48- DIA.) RIM 25.83 SW 7TH STREET N 15" CONC �E 19.0y S 15" CONC E 19.1 CB (48- DIA.) RIM 2459 N 6" CONC IE 19-29 S 6' CONC IE 19.29 E 24* CONIC IE 18.34 W 24" CONC IE 18.49 U m La HORIZ. 1" = 20': to 20' 10' 0 20' 40' L, 6j (n QD VERT. 1' = 5' C4 8- S S z- _ _ co— — — — — — — — — — — — — W z 7-- 0 ca —MH (48- DI*O RIM 25.11 r RIM 25.93 W 12- IE 23.41 --,5 - CONC IE 21.42± SE 1 " CONC IE , 21.67 C8 RIM 24-02 SWMH 53:19-17 E 12" CmP IE 21.67 RIM 25.49 N 6" PVC IE 20.0 ,C S 6- PVC IE 20.09 E 8" PVC IE 19.94 r,4 W 8" PVC IE 19.99 rl (A J2,11 A-4 C14 f_ ............ ................... Ack ...................... ...... ........... ............ . .............. . ....... ............. ........ ............................................. .......... ........ : ......... ......... ......... .............. .................... ............... ......... :., � ......... 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I ....... ...... ........... .......... ......... ...... ....... 30 ................... ......... ......... ......... ......... ........................ :­ ........................ ................... ......... ......... --- ... ......... ....... ......... ...... ...... in :: .- : : ........... ......... ......... ........ 1: ....... ...... -- ........... ...... ......... ......... :A ... .......... .. ........ ...... ......... ................... ......... ------- ...... ......... ......... --- - ------ 25 ..........yAp ......... ....... ......... ......... ...... ......... ............ .................. .............. ......... ...... . ...... ......... ......... ........ ............ :111 .............. ......... ......... ......... ................... ... ......... ................................... L ........ .................... . . ....... .. ................ .................. ...... 25 ................... ....... ................... ...... .... ........ ......... ...... .......... ........ ............ ............. ................... ......... .......... .10 ...... : ...... I ............ ......... ..... ................. .. ------- ......... ...... ..... --- ........ . ..... ....... ......... :Sb:: ........................... 0 ...... ....... a 9:: EX: 20:SD:::::: ............ I ......... ................ EX.. : : ..... -- : --N ......... : ......... .......... :::. . ......... D(.: ......... ................. .. ............ .............. .......... ................ .......... ............................ ........O ......... ...................... ...................... + ........ 20 . ...... ........... .......... 15 ...... :� ........ . ---------- z ...... ..... ................ ....:* ........ .. ..... ............ ............................................................................................................................... ........................: .-...-....-..-...-...-.........:............ 1.:........................................................ : ................................................... .: ....................................................... :: .......................-.............-.................... :.....,........L..........F...........-....................... ...:........................1 .1...1:....1.........1.....-................... ................................ ......- ..... ..................�.......................................-...-.. .-.. ...- .-... :.:. .....................-...=.-..- .-....-......-.......-......-...........-.....--....--.... ........................................................ .......................... ............. ............:......................................I........*........ ...... ..... ........—..........—................... ................................................................................................... ...............,................*................................................................................. ................ .. ... ... .. ... ...:::.........; ........ . ........ :::.1.9.: ....6 W ................. ............x ... . ........ . ...... :.. ------- —EX108':S: ................... ........: .... ......... .......... -". .......—.... A .. . .— --- —---- ..........-.......... ............-....... .........1..0......................... ............-... .. . .......... ....... ....... ........ .................-- S--------- ......... ........................:......... .......................... ...... ............. ............ ........... ............... ..................................... .................. ................. .............:..................................... ............................................ ............................. ......... 5 .............. ......... ..�...... .............. ......:::::::: ..........__.. ----------........ ......... ......... : .......... ................ — .......... ... .... .......... ........ ......... a ......... ....... ........ - ......... ...... .. ................... ......... ............................. : ...... ......... ............. ......... ................ ......... ......... 60" SD 60" SD 22+00 + cl W is" cl W LEGEND CABLE TV LINE FIBER OPTIC LINE GAS LINE POWER LINE TELEPHONE LINE WATER LINE s SEWER LINE SD STORM DRAIN SD PROPOSED STORM DRAIN MH s PROPOSED SEWER LINE / MH .................... .... ......... 0 ................. ........ ....... ......... ......... ......... ......... ......... I ......... ................... : ......... : ------ ...... Li ------------------- ....... ......... : ................... ......... � . ......... ....... Lj LJ 20+40 211�00 22+ 0 i 1 23+00 23+80 q:90 (3-71 ac C"..., L. CONSULTING ENGINEERS _ C,4: (o -H 3: 0 o (o 10 c, + C, CD DD (o 2 C4 -400 C,4 x tc; (A V) I Fr W Lj 0 — uI — (/) AS SHOWN DATUM NO- W V) Ix Ll Ir 0 V) SW 77H ST. SHEET 2 3 4 5 6 7 a 9 lo 11 12 SHEET LAYOUT CITYOF 2! RE TCN REPORT H STREET ,,,,,TDRA,� S.W. TTH STREET DRAINAGE IMPROVEMENT PROJECT 20' 2� m-v*n/&Ad,w.g/p.br. w.,i. Dept. 'A cy) u') a) CV r- 04 CL lV, onowto Mm .I wl CB C8 16, F8-1 (48" DIA.) > RIM 24.07 RIM 24.49 S 12" CMP IE 21.97 N 12" PVC IE 19.39 CB -- E. 24"- IE--l-9:-10 - p. RIM 23.90 W 24" CMP IE 19.34 S 12" CMP IE 21.75 SWMH ROI-11 RIM 24.59 CB — W 108" CONC IE 1.56 RIM 23.56 0 _ C, CMP I LE1 0 8"C , CONC IE 1.56 SE 12' CMP IE 20.76 SE 12" CONC IE 7.36± SW 7TH STREET_ P: SWMH 5,519 - 20 RIM 23.97 N 18- PVC 14.07 �E S 18" PVC E 1 3.8 7 CB 16 F8-19 (48" DIA.) RIM 2�.05 MH (48- DIA.) z N 12" PVC IE 18.42 RIM 24-52 W I NW 12"CMP IE 20.25 < NE 12" CMP IE 19.90 NE 6" CONC IE 21�75± S 24- CONC IE 20,47 Y) E 24- CMP IE 19.95 E 24" CONC IE 20-64 W 24" CONC IE 18.85 W 24' CMP IE 20.62 S 12 "PVC IE 18.77 . .... .. CB RIM 23.21 CB RIM 23.88 tj p SW 12" IE 21.13 SW 6" CONC IE 21.61 w HORIZ- I' 2V: 20- IV 0 20 40' w 60" SD w U) 36" SO 36 SO C; VERT. 1' = 5! a + 25+00 26+00 27+00 C4 V) 18" ci w z LEGEND CABLE TV LINE FIBER OPTIC LINE GAS LINE —p— POWER LINE TELEPHONE LINE W WATER LINE s SEWER LINE SD STORM DRAIN SD 67-6. -a- PER PROPOSED STORM DRAIN MH s PROPOSED SEWER LINE / MH ......... : ........... ......... --------- : ......... ......... ----------- ......... ......... ......... --------- ......... : � —: ......... : ........ ........ : 0 .......... ....... .......... ........ ... ..... ......... ......... .. ...... ! ................... -------- L-i ................... ......... ......... -- — — - - ---- .... --:- - .: - -:: 0 ..... ...... ..... ...... V.— �- ----------------- .................... .......... 23+80 24+00 : * * . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - : . . . . . . . . . . . . . . . . . . . . . . . LJ LJ 25+00 26+00 27+00 27+20 ahv !ld a to D cr J 0 a -H Li Z 4 -H 3: v m of M ED " -to bif cq= o to CC) 0 V) V) + + C'4 Lc) a: uj mr -i 10 SHEET 2 3 4 6 7 8 lo 11 1 m ui U) U-) w uj 5 2 o I � - - - w U) U) Lj U, 0 V) SHEET LAYOUT z '9 5 F22 FDI-12 9 5 9 019 AS SHOWN a CITY OF PREDESIGN REPORT Ov.20. 2002 i S.W. TTH STREET DRAINAGE IMPROVEMENT PROTJECT=- RENTON CONSULTING ENGINMn �InL -lsw� Pkw-bv/&A&nq/PuW Woft Dept � am� NO.REVIS" By DATE APPR PLAN AND PROFILE STA 23+80 TO 27+20 9 14 CITY CF RENTCN APPLICATION FOR SEWER SERVICE Date......:.'. ... ` ..- .......................: ................................... .... hereby make application for Sewer Service for the premises located at 756 No. ...... ............ .................................................. . ............................... on Lot No ......................... Block No....._................. Addition orproperty description:..........._........................................................... ................ . ........................................ ......... ...................................... TheSewer is to be used ............ ............................................................................. purposes, and ........... . . . .......... . ...................... . ........... agree to pay the rates now or hereafter in effect for such service and comply with all the rules and regulations as set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. 4. Signed........................................................................................................... . ..................................................... CAJSize of Pipe.. ......... I ................................... Kind..... ... ..... . ........................................ . ........................................................... Sewer laid by . .......... ......... . ...................... . .................................. . ..................... ....................................... .................... . .................................... .... .... Sewer turned in. .. m LIL �' -tip • .. _ .Aw-_4 • :r V�o 7� 14 ta � -Z- 03 E sVY Srw� m� 58 f' Y t_ I. j a` f f d x � M , VI t: ei 1 CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 02-20-99 WORK ORDER:7414 DATE :01-02-03 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START :8.0 HEADING :WEST LOCATION :S 7 TH ST PIPE INFORMATION UPSTREAM MH# :5319-17 DOWNSTREAM MH#:5319-18 PIPE TYPE :CONC. PIPE SIZE :8" LENGTH DEPTH :5'10" FLOW RATE :LOW WEATHER:RAIN SEWER INSP. FOR MIKE BENOIT. FOOTAGE: 316.5 Ft 324.0 Ft 329.3 Ft FAULT OR COMMENTS: #PF03# #S/S LEFT# #CRACK IN PIPE # #CONC. TO PVC# 330.1 Ft # AT 330' THERE IS A SECTION OF PCV THAT WE CAN NOT MAKE IT THROUGH WILL TV FROM M/H 5319-17 BACK TO THIS SPOT END OF INSP.# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 02-20-99 WORK ORDER:7414 DATE :01-02-03 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START :8.0 HEADING :EAST LOCATION :S 7TH ST PIPE INFORMATION UPSTREAM MH# :5319-18 DOWNSTREAM MH#:5319-19 PIPE TYPE :CONC. PIPE SIZE LENGTH DEPTH :5'10" FLOW RATE :LOW WEATHER:RAIN SEWER INSP. FOR MIKE BENOIT FOOTAGE: 143.1 Ft FAULT OR COMMENTS: #AT 143' TO 90 IN MAIN, ANOTHER APPROX. 5' TO MH 5319- 19 NO S/S IN THIS SECTION OF PIPE END OF INSP.# Jam• FOOTAGE: 8.4 Ft CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 02-20-99 WORK ORDER:7414 DATE :01-02-03 OPERATOR :.KENNY TAPE # :1 TAPE START: CAM START :8.0 HEADING :EAST LOCATION :S 7TH ST PIPE INFORMATION UPSTREAM MH# :5319-17 DOWNSTREAM MH#:5319-18 PIPE TYPE :CONC. PIPE SIZE :8" LENGTH DEPTH :5'6" FLOW RATE :LOW WEATHER:RAIN SEWER INSP. FOR MIKE BENOIT FAULT OR COMMENTS: #LOOKING EAST FROM MN 5319 -17.WE CAN SEE THE SECTION OF PVC THAT WE LOOKED AT F OM THE OTHER SIDE NO S/S FROM HERE TO PVC END OF INSP.# 10 /0/#* 6 91 CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 02-20-99 WORK ORDER:7414 DATE :01-03-03 OPERATOR :KENNY TAPE # :1 TAPE START: CAM START :8.0 HEADING :EAST LOCATION :S 7TH ST PIPE INFORMATION UPSTREAM MH# :5319-19 DOWNSTREAM MH#:METRO? PIPE TYPE :CONC. PIPE SIZE :8g' --- 1c) C)F LENGTH DEPTH :9'4" FLOW RATE :LOW WEATHER: SEWER INSP.FOR MIKE BENOIT ON S 7TH ST BETWEEN RANIER & SHATTUCK FOOTAGE: FAULT OR COMMENTS: 114.6 Ft #AT 115' CENTER OF MH 5319-19 THERE ARE NO S/S INTO THIS MAIN END OF INSP.# SW 71h St. Drainage Improvement Project — Phase II 75% Design Team Meeting Agenda Tuesday, November 25`h, 2003 1:30 PM Room 511, Renton City Hall Project Manager: Allen Quynn I. Introductions Il. Transportation 1. Add additional sidewalk/ramp along SW 7'h Street (see Sheet 20) 2. Traffic Loop spec and standard detail. 3. Detour sign placement requirements/locations — do we need a sign detail? tp 4. Repair of traffic island at intersection of Rainier and SW 7'h St. (Sheet 19) 5. Driveway approach (concrete or asphalt) III. Sewer Utility 1. Revise construction notes on Sheet 16 to reflect casing spacers and end seal. 2. May need to increase diameter of casing pipe to 14" to allow for casing spacers. 3. Recommend adding note directing readers to Sheet 15 for the sewer design. 4. Add construction notes on Sheet 1 I to say "After approval and acceptance of new sewer, abandon manhole 5219-19, fill two 12 " sanitary sewer lines to west and plug" 5. Specs will need to address filling sewer pipe with slurry and proper abandonment of manhole by punching holes in bottom and filling with clean granular material, etc. 6. Include "rechannel" note for SSMH 5319-013. 7. Eric Davis of Metro is reviewing tie-in to metering manhole 5319-175. 8. Sewer Bid Item — Lump sum or individual. 9. Protection of sewer line through catch basin. N. Water Utility 1. Recommend contractor pothole all locations were storm laterals cross existing water mains. 2. Maintenance Crews will decide whether to change service lines from galvanized to copper when encountered in the field. 3. Relocate water meter box (Sheet 20) and service lines. V. Development Services 1. Recommend not using shading for pipe and pavement as it doesn't show up well on scanned images and obscures other utility lines. 2. Locate manhole frame and grate outside of wheel path H.Tile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project11101 Design\75% Phase II design team meeting agenda.doc\AQ\tb Vl. Storm 1. Specs for the following: a. Vaults including loads, sizes and knockouts b. 60-inch concrete pipe C. 48-inch diameter access riser. d. Large catch basins — 96-inch and 108-inch e. Trench shoring system f. Be more specific on coring into pipe when talking about drain pipe. g. Order of work should address scheduling relocations. h. Include groundwater testing results in dewatering section and reference data in appendix. i. Backfill around manholes (sewer?) j. Topsoil mix k. Specify night work hours VI1. Design Plans Sheet l 1. Vicinity Map Sheet 2 1. Revise work hour notes (typical) 2. Contractor to protect signal light power during construction Sheet 5 1. Show south 12" lateral pipe in profile (STA 5+74). Sheet 6 1. Eliminate CB at Station 8+15 and replace with CB at Station 7+28. Sheet 7 1. Why plug 24-inch existing pipe and remove manhole at Station 12+68? 2. Sheet 8 1. Verify condition of existing Type I CBS before deciding on removal. 2. Where does existing storm pipe go from CB16? 3. Identify coupling in legend (typical) 4. Wastehaul existing pipe at STA 15+60 5. Correct lateral pipe elevations shown on profile at STA 15+71 HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CfP)\27-2959 SW 7th St. Drainage Improvement Project\1101 Design\75% Phase H design team meeting agenda.docWQ\tb Sheet 9 1. Plans show abandoned 4" drain? 2. Is it necessary to core drill ex. Manhole at STA 20+00? 3. Should we stay with concrete vs. CPEP for replacement? 4. Correct lateral pipe elevations shown on profile at STA 17+97. Sheet 11 1. Was does model show for flows down Shattuck? Is 18" pipe big enough? Sheet 12 1. May need to use 72" manholes vs. 60" at Station 28+16 and 29+23 2. Is there enough room to connect proposed 36" pipe to existing manhole (72"?) at STA 31+05? Sheet 14 l . Cross Section 14/11 needs to be revised (see markup) 2. Water line crossing shown on cross section 13/10 should be revised to show 18" W. 3. Give elevation for connection to existing pipe. Sheet 15 1. Profile for 8" sewer crossing shows PVC on plan view but D.I. on profile Sheet 16 1. Revise details to reflect neoprene casing end seal and spacers (see markup) Sheet 20 1. Add additional sidewalk, ramp and asphalt repair at Morris Ave. (see markup). Sheet 23 1. Change scale to 1 "=3' 2. Add thickness for class B asphalt. Sheet 26 1. Maintenance access for tee top access riser detail. Need ladder rungs. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1101 Design\75% Phase 11 design team meeting agenda.doMQ\tb VIll. Misc. 1. Forward set of plans to utilities — PSE, Qwest, cable, etc. 2. 75% design plans have been forwarded to Eric Davis of Metro 3. Need to apply for discharge permit from Metro — will need anticipated pumping rates. 4. Hydrologic model calibration update — smaller pipe? IX. Schedule 1. 90% plans and specs in December 2. Final plans and specs mid January 3. Noise Variance early January 4. Bid Advertisement Date? 5. Construction Start Date? HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1101 Design\75% Phase H design team meeting agenda.doc\AQ\tb 1� 1 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: May 16, 2003 TO: Dave Christensen FROM: Allen Quynn l ' SUBJECT: SW 7th St. Storm Drainage Improvement Project Enclosed please find a full set of 90% plans (half size) for Phase I of the SW 7"' St. Storm Drainage Improvement project. Phase I which represents 14% of the total project is scheduled for construction this summer. Please review and provide comments if possible by Thursday, May 29. I'm hoping to schedule a meeting with all the project team members next Friday, May 30th or the following Monday. Please call me at ext. 7247 if you have any questions. Thank you for your timely review. cc: file H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1101 Design\90%design2.doc\cor rn l.Li rn CV P\ N d Of W z "S CITY OF RENTON S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 1 - MORRIS AVE TO BURNETT AVE PROJECT SWP - 27-2959 wi z --------- - i i __w I N i ---ce cn SCALE 1e=40' SW 7TH ST. _ /¢�� r—_____—_--__.---_ _ -'�A——__—_____%:.: v.rsvn� fG::.-���I _--ali/.i n /,.,. /.........lsh/ go—..,— bw i SHEET 4 SHEET 5 PROPERTY LINE DISCLAIMER TM nraysiy Rue sheen hsean are based en a 1*6e Marmaaen, net m a eurvged W-Wn sd — anwy appedmote. ADVANCE PRINT DO NOT USE FOR CONSTRUCTION of TA ero'ets B�aNAl. Od'nE4 7-12-IDW D-295901 'MOP S.T. a a'" �'°'" CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT %Ds/Oa ^ ^ ** r.w J.N. REN TON PHASE 1 - MORRIS AVE TO BURNETT AVE ING me ��� see r• CONSULTENGINEERS Planning/Building/Publie Works Dept a�r.w. a� ru..ea� COVER a� 1 9 mmL v�,n.mcaREVISION mEia Ma u®.er. NO. RSION BY DATE APPR — �""�' �NM K.E. L Lf rn N f\ N a U) 0 E Lu z ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMER CAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CI CAST IRON CENTER LINE CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET CFS CUBIC ��FEET PER SECOND DI DUCTILE IROCURVATURE DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) EOA EDGE OF ASPHALT EEA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FO FIBER OPTIC FOC FACE OF CURB GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER IE INVERT ELEVATION IN INVERT LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT QUINT QUANTITY TANGENCY R RADIUS RET RETAINING RR RAILROAD o to ♦ naee of ♦♦l IY S g�ONAL $ oar T u-xoa ABBREVIATIONS RED REDUCER REINF REINFORCE READ REQUIRED S LO E OF — EXISTING WAY SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W/ WIITH W/0 WITHOUT WTR WATER SYMBOL LEGEND PROPOSED DESCRIPTION SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION — — ---10--- CURB do GUTTER q ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING a CONCRETE SIDEWALK — — — RIGHT—OF—WAY LINE CENTERLINE OF ROADWAY `�D — — — — PROPERTY LINE 1� PERMANENT EASEMENT LINE �D — — — TEMPORARY EASEMENT LINE CONTOUR LINE TV— BURIED CABLE TV FO BURIED FIBER OPTIC P BURIED POWER T BURIED TELEPHONE W W WATER MAIN (SIZE AS NOTED) G GAS MAIN I —� IRRIGATION LINE S SANITARY SEWER SD SO STORM DRAIN (DIA. < 18- SD SD STORM DRAIN (DIA. >= 187 F— SANITARY SEWER FORCE MAIN �,--- — DITCH �— D— { CULVERT (SIZE do TYPE AS NOTED) —K— FENCE (TYPE AS NOTED) FENCE (WITH GATE) Ell TELEPHONE VAULT © POWER VAULT 0 TELEPHONE MANHOLE p MANHOLE OR DRYWELL (AS NOTED) G CLEANOUT n TYPE 1 CATCH BASIN OR CURB INLET Q G TYPE 2 CATCH BASIN POLE WITH GUY WIRE POWER / TELEPHONE / GUY POLE LUMINAIRE YARD LIGHT JUNCTION BOX (AS NOTED) N GATE VALVE BUTTERFLY VALVE WATER METER T FIRE HYDRANT REDUCER ­01 THRUST BLOCK 30 TRANSITION COUPLING OR FLANGE COUPLING ADAPTER 3 CAP/PLUG BLOW —OFF WELL MAIL BOX (NOTED) _RL SIGN EMBANKMENT TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT BORING AND TEST PIT LOCATIONS MONUMENT ANGLE POINT / CONTROL POINT BENCH MARK 1 DETAIL NUMBER 1 REFERENCE SHEET VHATCOM PEND OKAN05AN GILL FEaar SKAGIT STE I CLALLAM sHwonsf+ CHELAN JEFFERSON TTLE DurdAS LINCOLN RBI SPOCANE I GRArs HARH(R IOPIERCEKnTn GRANTI R Ay,MS VHn NAN PAC LEWIS FRMKLi DEL N,fAgl YAKINA IMBU Tz �\ SKANANu sENTON WALLA VK ASOTI 1 -- — KLICKITAT '-- VICINITY MAP NOT TO SCALE INDEX SHEET NO. DESCRIPTION 1 COVER 2 VICINITY & LOCATION MAPS, SYMBOL LEGEND, ABBREVIATIONS, AND INDEX 3 SURVEY CONTROL TABLE AND NOTES 4-5 STORM DRAINAGE IMPROVEMENT PLAN & PROFILE 8 STREET RESTORATION PLAN 7-9 DETAILS LOCATION MAP S.T. T. ��" r" �" CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT ,/0 /03 `L �� Inc.M.W. - �� 'I REN TON PHASE 1 - MORRIS AVE TO BURNETT AVE 7� �I�y4& !\ L 1r, J.N. e�eo CONSULTING ENGINEERS '®v.w. mm Manning/Buading/PuWIe Works Dept VICINITY 8 LOCATIAND INDEXSYMBOL LEGEND, aA "Irnr. w�nmAicmi nor. NO. REVISION BY DATE APPR 2 - g X CL rn In 0) 04 ri N U) 8 -TYPE 2''.B4" DLA.i Ril. 25..± W 24" CONC IE 21.2± 'iiv 16' CI iE I- 9± ;'E 'onj9.9± _SE -'Z- CONC. sE 22. ± -5-8 D'`' 22 ai r N _XIST. W TYPE 2 :'60- CIA.` j RN 25.2± { � i YJ 24" CONC IE 21 r W s 1 w �I r : -1-1- 0 �- + 0 n 3t+00 y o 11F. W W� Z J I >I -EXIST. Ce TYPE 2 !AEA?JOONE( RIV 28.85± R" I EXIST. -�Q I i RN4 25.0- SE 12''-ON- E 22.:4= SW 7TH STREET' Ex. 108' S t rr Ers*. • �j C6 TYPE i •�. Y�/ RI!! 25.42 / ?2' CONC IE 2277± S I" ConC IE 228± E YIST. B --PE ? EXiS T. C6 :YaE - RIM 25.2± RIM. 25.E5 r1 8' DI IE 22 38± NE 12` CPEP IE 22.85 SE 12' CFEP IE 23.C5 EXIg T. ( I .' Cb TYPE 2 :'84- D!A.: i RN 25.5± IC 20.t?i CB NO. 1 SVS & SE 36' CCVCI'JW 12* CONC IE J..- APE, sNLET RIM 2_.a ! /-;ilSi. CB TYPE 2 '72' A_) R4A 26.1± I NW 6' CONC IE i 4.6f r.,. 2C.25± --- j i ! - -- r-i8_Dr ------- - - - TRANS;TICF PRN TO 21- CLAY AZCX_ g _� ---- S MH 1 - 1 / SE 42 D! IE 20.25± - - EXIST. CB TYPE 2 (84- CIA.) RM 25.6± ;dW 42" DI IE 20.191 I I \ N ? 2" CONC iE 22.3± ! f12" (E 24" CMP ;E 21.28± S 6' PVCiE DI vl 223± 2 , SD \ - - -{�L_��� U-AaEA lb_ET_IM 2+00 9 QQ� EY.. 24' CONC SD - Y 1 CB D_-3 �- 33+00 6 6 _ - - _ 341 18"rIµ o 5 - -{ 2 7 8027, TYP. 4 �� It \ It \ •1� EYIS' 9 TYPE i \ RIBA 25.09 SOIL bGRiNC N E" PVC IE 24.29 -EST FIT '1999 HWA) \ I EXIST, SSMH (METRO) RIM 25.5f W '108' CONC IE 2 ,15± E ? 08" CCr!C !E 2.06± N 72" CONIC IE 4.20± SEE CITY DETAIL mod'--BOl Ln ra w x to W W y 6 0 v n cn rn W z x U HORIZ. 1" = 20': 20' 10' 0 20' 40' VERT. 1" = 5' ............................. .... ....................: ....... - ....... .. ....... .. .. .. ..... ............ ....... ..... .... ... ... ..... ...... .. ...... .........:.........:......::-:....... - .. ........................... _.............................:..............a............:.:- .:...:.:.......:.. . . ..... ...... ...... .............:...... .. .....- it c-ni:..:i ....... �.6X.t$T.. GRntrN. .. ::.:-: ..... 7�-w--- _.- ....... :..... ....:... ............ ............. ..... .. ---- ...... .. ....... ..... . ....... .30 ...- ......:: AT_f: R:O.Yf...........:........... -........:.........y.........:.......... ........................:.....: ......:.... -..:...-... .. ...... ....... .. ............. .......... ..........:...::: 25 ......................................... - W:::::::::::::::-.:...:::::::: . . ��,;,�....;. ............ ..........:.-.......:......s ..:.........:.........:.........:.......A.N::::::::.:.........: N / .: .........:.... ........ ..........:.... .........:... .....:. .......:........:�..... .......... :...................: ......: ...... _ : - ., Drt R-PANF� : .... :::::: . . -.. .... _ . . . .. ............E.....: ................... .... CaNC.: SD: ................................... EX :36' C : S0: '.:::::::::.... 77: ..... o .....:...... : :: ,j a ...........:.:.:.:..... .. k?I .. .. ... ........... Z4.. CMP SD:: ' .:. ..... X CLAY :. :. -' :: .. - : ... . . - .. . .... .... . . ...... . :.........:.....: W.:.........:........ ,ry Tj ..... ... :: i -21 .::EX.E 24':CMP:SD::::::::: :1%A ::::::::::::.... .. . E ...................... ..... 20 0 v : .... .4= z+T i i g � k pt ;s Yc:s e : � �' `tom. .. .. .: :7 `.36 - - ..: .. a. .. .... ....:.. :::.:.. - :.. ... . .. ...:.......--. : :.: :.... ... ..... ::........ '.:...::::.' :........ '- - - - ,; R .. 99. Lf CPEP SD 0.0024 - : .. . .c.,,• 53--LT' 36�-CPEP.SD -...'...... Ie r�1.......... ... 20 ..... :.........:... ............. :......... ....:.........:. ......... ....... ............8: .'. 36' CFEP SO :S- ...... _ . 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Ej +Gh2n+3+0 h h ONO 2 h 6Z p O WN�Zr W _I aW W W L, rc W U 4 w BASE SURVEY CERTIFICATION F} IAW2lNna NN^f I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT 'ma T "94w ���� CITY OF W4LLTiNG ENGINEERS sray�OeEW.IW e.Im OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. am�Jlr. RENTON DATUM II'T"E Nt9°ip1O' """ SCOTT L THOMAS L.S. t6930 DATE: 5 14 03 NO, m-"- d %n"/&aTQinVPubk Wort Dept. REVISION BY DATE APPR KE. STORM DRAINAGE NOTES Q7 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. Q2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION Q CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM END OF EXISTING STORM DRAIN PIPE. Q CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. Q7 CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS UNE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. ® CONTRACTOR SHALL REMOVE AND RELOCATE WATER UNE PER SHEET 8 AND THE CITY SPECIFICATIONS Q9 CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® 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. 1Q CONTRACTOR SHALL ABANDON EXISTING 8" Cl WATER LINE IN PLACE GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS cug1LL ; WVE VANED Gi,ATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS SHALL HAVE FLAT TOPS 3. ALL CATCH BASIN GRATES SHALL BE SET 0.1 FEET BELOW ADJACENT GROUND LEVEL 4. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW ONES, AND TO CLEAR EXISTING UTILITIES 5. ALL STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH A MANHOLE ADAPTER AND USE AN 'A-LOK" FLEXIBLE CONNECTOR OR EOUNALENT. SEE SPECIFICATIONS. UTILITY NOT 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 POTHOUNG THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTO R SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. RECOMMENDED FOR APPROVAL By. Dote: By. Dote: By. Dote: By. Date: S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 1 - MORRIS AVE TO BURNETT AVE «m PLAN AND PROFILE STA. 30+60 TO 34+00 4 -' 9 rn L0 rn N N IN J! OJ 'q\ I V EXiST AA INLET EXIST. CB TYf R!M 26. 11 RIM 26.70 r f W 1 5 6' G SW 6' CONC EXIST. AREA INLET RIM 2-5.64 ' I !E 25.11 ' IE 24.65 S 6' CI IE 24.79 I ` EXIST. CB TYPE 1 - a I S i I� I '" RIM 27.22 Ca N0. 9 N 8' CMP IE 23.22 SW 12' CMP IE 23.22 W W 6' IE 23. 7 It I i EXIST. EXIST..47 MHI RIM 26.47 .. F 1-7 (48 RIM 27.34 \\ N 16" D! IE 20.17 =r, _ i I CMP IE 22.,711 S 76" DI IE 20.t7 TOP VALVE 21.37 5 - ! �, 212' _ W 1' CLAY iE 2 . 12 01 4 1 7 EA INLET M 26.35 = SW 7TH STREET • L1�3l.Ql. 6, CONC 1 W N N N 3-2,P O CO ... .. EX. 108" a 35+00 5 ( 11 a, Na - _+ _ - = +oo 18" CI W MON. PT. N0.119 B" W / W 3 (12- HDPE CONDUIT) a � MON. PT. NO.117 62' HDPE CONDUIT) 'G o FA EXIT. WIR MH (48' R 27.10 DIA.) / y1= 24' DI IE 18.10 7 / 2SW 24' DI IE 18.10 /TOP VALVE 19.65 AST. CB TYPE mm is //;-� SEE CITY (3) - I/RIM 27.83 i SW 8" CMP IE 25.93 STORM MH (48% DLL) RIM 27.CP29 / N 12" EP fE 22.85 E 24' CMP/!E 21.24 W 24 r IE 21_19 HORIZ. 1" = 20': NE 8" C P IE 22.85 20' 10' 0 20' 40' '�> '0�r.. EXIST. CB 16, H8-4 (48 gjERT. 1" = 5' RIM 29.B2 W 24" CMP IE 22.12 W 21' CLAY IE 22.74 (ABND.) S 24' DI IE 23.06 (BECK) 3 10 NE 18' CONC E 22.63 37+93.06 I - EXIST. SSMH 5319721 CARIM 28.97 \ E 8" IE 18.67 `P W 8' 1E 18.57 c r 1.at PI= I I S S y �F7l,P•'�D�F.Y7yarN.:7s- �11-�1���MlY/� �aw+. ra>.- ItluNi3� J•w 9a�y�roOiUnamfY.♦V- pJ _ I n�`N� °J+a I �iWo .ON.H - JpnNFO I(I�NOUfWOV NnII�O'OnJn N I N UON J �II` ^.0 •►[� N 0N rII( NNtW��UNJu,ol $♦- VOI�IInON�'�NjN�tV AnJ �qq7p II OfSV O'2UN MNJN oNn^ OZG;'DUX3Z IIDN�i Wr,N; 03V 2 WW)w2 WZ N N 0 ffix Z h A%nN MWO�W n} pIL aS I-i Q N 0 UaN-Nm•m o. N 101D o +22 }an + 1L O0 }�p DNpp nZZZ } YJ2d AO W�n pp d Z ZpU 1OVZ ZNN NN �UN,Z Y �= U \= N NNNN � KW W�1RJ W��WW �.4N N OO N+ o an ^t BASE SURVEY CERTIFICATION s.T. 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT M.W. Wx.,Ly 8cO61,0z'Me, LMC6 OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. J.N. CONSULTING ENWNEERS aoe•M_M,. _w V�woc' m �s.+ - Miw NO. REVISION BY DATE APPR • r � � SCOTT L. THOMAS L.S. 16930 DATE: 5 14 03 ��, c :3 CITY OF RENTON Planning/Building/Public Works Dept. STORM DRAINAGE NOTES Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION I CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM END OF EXISTING STORM DRAIN PIPE. Q5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6' © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. 70 CONTRACTOR SHALL MAINTAIN 6' MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6FOR REVIEW BY CITY. ® CONTRACTOR SHALL REMOVE AND RELOCATE WATER LINE PER SHEET 8 AND THE CITY SPECIFICATIONS Q9 CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® 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. CONTRACTOR SHALL ABANDON EXISTING 8" CI WATER LINE IN PLACE GENERAL CONSTRUCTION NOTES I. ALL ITHL 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS SHALL HAVE FLAT TOPS 3. ALL CATCH BASIN GRATES SHALL BE SET 0.1 FEET BELOW ADJACENT GROUND LEVEL 4. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES 5. ALL STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH A MANHOLE ADAPTER AND USE AN 'A-LOK" FLEXIBLE CONNECTOR OR EQUNALENT. SEE SPECIFICATIONS. UTILITY NOTE: 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. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE 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. RECOMMENDED By. FOR APPROVAL Date: By. Data By. Dote: By. Dot« S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 1 - MORRIS AVE TO BURNETT AVE PLAN AND PROFILE STA. 34,00 TO 37.40 IENDI 5 - 9 O F_ Of LU z 7 } m O E d .O N rn 0 M 0 CD0 N H O } Q J 3 OD 0' Q S (J H w z Q EL 0 10 .O Z O z � I CA }t-- N EXIST. --,�- CB TYPE 2 (84" CIA.)CL 1 S RIM 25.7± ! i W 24" CONC IE 21.2± EXIST, in NW 36" DI IE 19.9± �'F-CB TYPE 2 (AB.ANDONE NE 36" CONG-1 79.9± _ t RIM 26.85± _SE 2--CONC €E 22.1± ..�.�• DD ._--IEO 22 4±D)_Ic �- ExisT. EXIST. � C9 CB TYPE Z (W DIA.� ! i RIM 26.2± j i RIM 25.0± Sc 12" CONIC iE 22.74± W 24" CONC IE 21.3± . ! S� 7TH STREET' _ ( f �n Ex tE H po'ss�� 2I0® 49 � erets�y♦ 8701:1L DDGIM 7-12-21 Ex. 108' S 2"G / EXIST. / CB TYPE i RIM 25.42 ` NW 12' CONC IE 22.77± S 12" CONIC 1E 22.8± EXIST. CB TYPE 1 1 EXIST. CB TYPE 2 - RIM 25.2± RIM 26.85 N 8' 01 IE 22.38± NE 12' CPEP !E 22.85 SE 12" CPEP IE 23.05 i I EXIST. AREA INLET -� p- 2!c S6"C!IE 24.79 CB NO. 8 EXIST. WTR MH ---------- RIM 26.47 S 16" 01 1E 20 t7 TOP VAL\r 21.37 5 +DO EX. 108" S W ��a+dy � �ebomno. Imo. C134SILTING ENGINEERS tm emv �voei N11H tu,[ � tuttre. vevmetu tear aat ntttiete 3- 3 ( (12" HDFE CONDUIT) iFO-MHSST. EA IR!M 25.7EN 6" FVC iE EXIST. AREA INLET RIM 25.4i,' CONC rr 2a.s± �. - Exi-, i i CB TYPE 2 (84': DIA.) RIM 25.5± CB NO. 1 SW & SE 36" CONC :E 20.11± NW 12• CONC !E 20.7m EXIST. C9 TYPE 2 (72" DIA.) RIM 26.1± I NW 36" CONIC IE 2C.25± - TRANS[ IT TO 21" CLAY APPROX. Sr E SE 42" Of IE 20.25± -- EXIST. CS TYPE 2 (84" D'A.) I RIM 25.6± NW " OI iE 22.3N 12" CONIC IE 22.3± E 24" CMP !E 21.28± IY_,7; S 6' PVC IE 22.3± GXiSL l3EF 1f9sETT�( IM- - s.09± ^- A EXIST. CB TYPE 1 RIM 25.09 SOIL BORING N 6" PVC IE 24.29 TEST PIT (1999 HWA) EXIST. SSMH (METRO) RIM 25.5± W 108" CONIC IE 2.06± E 108" CONC IE 2.06± N 72" CONC IE 4.70± I EXIST. AEA INLET EXIST. CS TYP 11 RIM 26.i1� RIM 26.70 t S 6" CI SW 6 CUNC IE 25.11 I IE 24.65 EXIST. C8 TYPE 1 - RIM 27.22 CB 140. 9 N 8" CMP IE 3 SW 72" CMP IEE 23.22 W 6" IE 23.137 j EXIST. g 1 CB 16, H8-7 (48 .} RIM 27.34 2 E 12" CMP i£ 22.71 11 ( 21 A .OD XIST. W 1" CLAY IE 2 . -*`- EA WLET ' IM 26.35 S 6" CONC A "/ _ HDPE SSMH _ i Bot2, TYP. SSMH 5?19-2_46 RIM 25.97 N 8" CONC IE 1.5.97 m{ S 8" CONC IE 1 7.49 I ! SW 8" PVC E 17.57 1 ! ! ,Ln 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. ­18•-CL W q XIST. CBTYPE �+ RIM 26.81 N 6" CONC IE 24.81/ S 5• CONC IE 24,91 -EXIST. WTR MFy (48" DIA.) RIM 27.05 NE 24" DI IE ': 8.05 SW 24" DI !E ',&05 TOP VALVE 19.60 I 2 "G 18" B027. TYP. - - --FO-tdH SEE CITY DETAIL -__a012, TYP. i - I � EXIT. WTR MH (48" DIA,� / 727.10 �. 24" DI IE 1810 SW 2 /TOPVALVE 119.65 0 A-.� PFISW R;M 27.83TYPE i $EEMTY s" CMP E 25.93 HORIZ. 1" = 20': 20' 10' 0 20' 40' VERT. 1" = 5' STORM MH (48 / DLk) RIM 27.29 N 12" CPEP //(E 22.85 E 24" CMP/9E 21.24 W 24" CMf' IE 21J9 NE 8" C. F IE 22.85 0 9 CB NO 17 s✓ SEE CITY DETAIL la V 8027.1 EXIST. CS 16, 1­18-4 (48" DA.) RIM 29.82 - / W 24 CMP IE 22.12 36' C� / W 21" CLAY IE 22.74 (ABND.) 6 $ S 24" DI IE 23.06 (BECK) lb NE 18" CONC IE 22.6± 37+93.06 6 I 8 s--- a 2"G .I EXIST. SSMH 5319-21 RIM 28.97 , E 8" IE 18.67 rs W 8" IE 18.57 ( - 7 SE- 8" IE 19.5 I EXIST. SSMH ROI-13 (METRO) EXIST RIM 27.49 CS 16, H5-6 (48" DO-) W 108" CONC IE 2.34 RIM 28.48 / E 108" .ANC IE 2.34 E 24" CONIC IE 23.34- l E 8" PVC IE 18.?9 W 24' CONC IE 23 SOIL 90RING ' N 24" DI iE 23.1V TEST PIT (2003 HWA) DATUM •� CITY OF RENTON Plannin9/Bulding/Publk Works Dept ROADWAY RESTORATION NOTES Q CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND AND GRASSED AREAS WITH SOD. Q2 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE VERTICAL CURB AND/OR REPLACE SIDEWALK IN KIND. Q3 CONTRACTOR SHALL USE CAUTION WHEN WORKING IN THE VICINITY OF THE BUILDING LOCATED NORTH OF SW 7TH STREET BETWEEN SMITHERS AVENUE AND BURNETT AVENUE ® SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. SEE DETAIL SHEET 9 Q5 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. ©CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. SEE STANDARD SIGN INSTALLATION DETAIL ON SHEET XX. Q7 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER CITY DETAIL F005.1 ®CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH BARK MULCH. Qg CONTRACTOR SHALL REMOVE EXISTING TREES PRIOR TO EXCAVATION OF STORM TRENCH. THE TOTAL CAUPER OF THE REPLACEMENT TREES SHALL BE TWICE THE CALIPER OF THE TOTAL CALIPER OF THE EXISTING TREES. COORDINATE LOCATION OF REPLACEMENT TREES WITH CITY INSPECTOR. ®CONTRACTOR SHALL REMOVE, PROTECT, AND DELIVER EXISTING SIGN TO THE CITY PUBLIC WORKS DEPARTMENT FOR REFURBISHING. CONTRACTOR SHALL REINSTALL SIGN AT LOCATION AND DIRECTION OF CITY INSPECTOR. GENERAL RESTORATION NOTES 1. CONTRACTOR SHALL RESTORE ALL CHANNEUZATION MARKINGS IN KIND, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNEUZATION ARROWS, AND ANY OTHER EXISTING CHANNEUZATION MARKERS LOCATED WITHIN THE LIMITS OF THE PROJECT. COORDINATE WITH CITY INSPECTOR. 2. SEE BUTT JOINT DETAIL ON SHEET 9 FOR SAWCUT UNIE REQUIREMENTS 3. CONTRACTOR SHALL REPLACE EXISTING CURB, GUTTER, AND SIDEWALK IN KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR GREATER THAN 12', COORDINATE REPLACEMENT WITH CITY RECOMMENDED By. FOR APPROVAL Dote: By. Date: By. Doie: By. Dote: S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 1 - MORRIS AVE TO BURNETT AVE STREET RESTORATION PLAN 37 NO. I REVISION BY I DATE I APPR I --- 6 _. a> Lo rn N N 1' MIN 1' MIN 'B' FINISHED GRADE .r�s.r.r.r.r.r.gry.rrr.r� gym` SPECIAL PRECAUTIONS 2' ASPHALT CONC. CLASS 'B' TO PROTECT PIPE r " $ y.� 6" ASPHALT CONC. CLASS 'B' a TO THIS LEVEL " $ 6" CRUSHED SURFACING DEPTH TO PIPE CROWNMIN. n' �" TOP COURSE VARIES, SEE PLANS $ $ $ $ $ $ $ PIPE BEDDING INVERT, ��� J— SEE SPECIFICATIONS ELEV_ FLEXIBLE PIPE CPEP OR DI I "B" l b[Qg: 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 IN THE TABLES AND SHOWN ON THE DETAIL 12' DIAMETER PIPE A LESS 8' 10' 12' IBI 3'— 0" 1 36' DIAMETER PIPE A 0% 8' 10' 1 Y LESS B PAYMENT LIMIT SCHEDULE TYPICAL TRENCH SECTION NOT TO SCALE SW 7TH ST STATIONING LINE PROPOSED I 36" STORM I I PIPE I I I I I I I SW 7TH STREET l CATCH BASIN ,. 30'-0" 30'-0" TYPE 1 I I w 15'-0" — j CATCH BASIN �� a z I I �'' TYPE 2 WITH 1 z 1 I I FLAT TOP +� + / I I REPAIR EXIST. 13, I LANDSCAPING IN —KIND, 1 OR AS SHOWN ON TRENCH CL I I PLANS (TYP.)CENTER OF GRATE OR ROUND LID, STRUCTURE SET CONCRETE SEE SPECIFICATIONS 1 5.5' i ( 1 FROM CURB: ROUND LID SHALL BE LOCATED OUTSIDE OF CURB 4 1 THE VEHICULAR WHEEL PATH WHERE FEASIBLE CENTER OF GRATE OR ROUND LID. STRUCTURE SET AT CURB: VANED GRATE SHALL SETREPLACE EXIST. CONC. aouo 0 0 oao o f 1 ROUND LID SHALL BEBLOCATED OUTSIDE WITRB H VEHICULAR CURB, AND GUTTER IN Q; WHEEL PATH WHERE FEASIBLE KIND (TYP.) FACE OF CURB (FOC): OFFSET SHOWN ON PLAN AND PROFILE SHEETS, p ' MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB. EXIST. 21" CLAY OF � TRENCH NOTES STORM PIPE —0'P" .�,r I 1. PROPOSED 36" DIAMETER CPEP STORM PIPE AND 1 T TRENCH SECTION. INVERT DEPTH SHOWN AT 5'. 2. SEE 'TYPICAL TRENCH SECTION —FLEXIBLE PIPE" TYPICAL STREET CROSS-SECTION FOR FURTHER INFORMATION ON TRENCH AND �j RESTORATION REQUIREMENTS. FOR 36" DIAMETER STORM PIPE SAW CUT LINE N0. 1 I I SCALE: APPROX. 1'=30' WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE �7 3. SEE "CATCH BASIN OFFSET' DETAIL FOR LOCATION PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO SAW CUT LINE NO. 2�( OF FRAME ASSEMBLY. THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE 4. SAW CUT LINE NO. 1 CUT REQUIRED FOR WORK FRAME do GRATE IN CURB FLOWUNE WITHIN THE TRENCH it SAW CUT LINE NO, 2 NEATLINE CUT REQUIRED CATCH BASIN OFFSET DETAIL •* '••• FOR THE FINAL 2' ASPHALT CONC. NOT TO SCALE �o ♦ 2taee o P"ONAL DDRE4 7-12-20M _ FDT-T21915191017 _r,- �J .u. S.T. �.. "®'°"`° '" A CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 5/05/03 �u.w. C`ns �0. I� •.. -� REN TON PHASE 1 - MORRIS AVE TO BURNETT AVE — ONSULTvM ENWREERS . �� Planning/Building/Public Worn Dept DETAILS - STORM �, 7 B M.w. a•Tru.. v nuciosra e»-wr NO. REVISION BY DATE APPR '^� rn L0 rn N t` N d U) 8" WATERLINE RELOCATION CONTRACTOR SHACKLE ROD EXISTING GROUND EL. 26.6t - \ ENTIRE LENGTH OF RELOCATION PROPOSED 36" STORM PIPE 3' MIN. (APPROX. I.E. 21.00 AT CROSSING) 9 N M1 ' 3' 18"x8" TAPPING TEE WITH 8" GATE VALVE (FLxMJ) AND THRUST BLOCK. SEE CITY DETAIL B085 FOR THRUST BLOCK SIZING. NEW 8" DI PIPE (SEE SPECIFICATION) EXIST. 21" CLAY (APPROX. I.E. 22.2 AT CROSSING) EXIST. 8" Cl WATERMAN r-EXIST. 3-2" POWER LINES ,I- EXIST. HYDRANT EXISTING Cl 8" WATERMAN LLDEADMAN ANCHOR 8 RO-MAC ADAPTER (DI TO CI) TEMPORARY BLOWOFF 8" x22 1/2' BEND (MJxMJ) W/THRUST BLOCK SHACKLE RODS 8" SOLID SLEEVE 4-5/8" OR 6-1/2" (SEE CITY DETAIL B089) 4-8" 45- BEND (MJ X MJ) (TYP) WATERLINE RELOCATION PROFILE SCALE: 1 "=4' SHACKLE RODS (AS REQUIRED) 4-5/8" OR 6-1/2" FOR 8-INCH PIPE (SEE CITY DETAIL 8089) —� 3" CUR 3" CLR #4 REBAR 8" O.C. E.W. CENTER IN CONCRETE M PLAN VIEW CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES 8" PIPE 1.5' MIN. CLASS 5 1/2 SACK CONCRETE 3000 PSI MINIMUM Z W a a m a vl w Ir w ? Li w 3 N r Li>�yC a 3 n ao o _ CONSTRUCTION NOTES: 1.CONTRACTOR SHALL INSTALL SHACKLE RODS BETWEEN TAPPING TEE AND DEADMAN ANCHOR. SEE CITY DETAIL BR27. 2. EXISTING WATER MAIN SHALL REMAIN IN SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WITNESSED BY THE CITY. THE EXISTING 8" MAIN SHALL THEN BE ABANDONED IN PLACE. ALL EXISTING PIPES, FITTINGS AND BLOCKING REMOVED SHALL BE WASTEHAULED. WATERLINE RELOCATION PLAN SCALE: 1 =4 Cl 8" RAIN FURNISH AND INSTALL: 1-18"x8" TAPPING TEE WITH 8" GATE VALVE (FLxMJ) AND THRUST BLOCK 4-8"x45' BENDS (MJxMJ) 1-8" SOLID SLEEVE 1-8"x22 1/2' BEND (MJxMJ) W/THRUST BLOCK 1-TEMPORARY BLOWOFF 1-8" ROMAC ADAPTOR (DIxCI) 1-DEADMAN ANCHOR � I 4.5' MIN. I o PUG`� TYPICAL CONCRETE DEADMAN ANCHOR DETAIL s9�aN 1 E '1 NOT TO SCALE FYPRES 7-1]-ioo+ D-295908 kd � S.T. "°'"` .�""" CITY OF 5/05/03 �J M.W. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT �. RENTON PHASE 1 - MORRIS AVE TO BURNETT AVE 4ax-my arOebcrx2,v' 1 T MN CONSULTING ENGINEERS °may M 4 Planning/Building/PuDfic Work! Dept. x.mi�v"wm�,osame aoci z.:-wu NO. REVISION BY DATE APPR DETAILS -WATER RELOCATION K.E atm 8 � g rn ul rn N NIL � cl) r-- 0 E w Z 9" MIN. CLEARANCE � ..o... ° wow"IN 16" EXISTING OR p^� v NEW UTILITY b —CEMENT CONC. �a CLASS 3000 1 rur NEW—r- 4" MIN. • ' • . ° : UTILITY �' • v:: MAIN I I \ 1 TRENCH UNDISTURBED)/ 1 1 WIDTH EARTH � I NOTES: — I 18" MIN. 01 CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT WHERE REQUIRED BY THE RESIDENT ENGINEER. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE DRAWINGS AND SITE SUCH THAT HE/SHE CAN ANTICIPATE PROVIDING AND INSTALLING A CONCRETE ENCASEMENT WHERE NECESSARY. QCONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 10 FEET OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING, WITHOUT FURTHER APPROVAL CONCRETE PIPE ENCASEMENT DETAIL NOT TO SCALE EROSION/SEDIMENTATION CONTROL NOTES cr NEW DRIVEWAY 15% GRADE MAXIMUM OR AS REQUIRED. SEE NOTE tO SEE ASPHALT CONC. DRIVEWAY SECTION ON THIS SHEET 1. CONTRACTOR SHAD SUBMIT TEMPORARY HATER POLL'U-PON/EROSION CONTROL PLAN PER THE CONTRACT SPECIFICATIONS. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES SHALL BE IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT-OF-WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 8. DURING CONSTRUCTION, STORM DRAIN INLETS SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. FROM APRIL 1 TO SEPTEMBER 30, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS. FROM OCTOBER 1 TO MARCH 31, NO DISTURBED SOIL SHALL REMAIN UNSTABIUZED FOR MORE THAN TWO DAYS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FILL AND TOPSOIL MATERIAL FROM RAINFALL FAILURE TO DO THIS MAY RESULT IN REMOVAL AND REPLACEMENT OF SATURATED MATERIAL AT NO COST TO THE OWNER. ANY COST ASSOCIATED WITH DELAY IN WORK CAUSED BY SUCH REMOVAL AND REPLACEMENT SHALL BE AT NO COST TO THE OWNER. �o ♦ 2MM e g�CWAL FFImRES 7-17-20M VARIES - SEE PLAN VIEW DISTANCE AND WIDTHS OF DRIVEWAYS VARY SEE PLAN VIEW SEAL ASPH. JOINT WITH AR4000W AND SAND BLANKET SAW CUT EXISTING EXIST. GRADE VARIES SEE NOTE02 ASPHALT DRIVEWAY REPAIR NOT TO SCALE 2" MIN. ASPHALT CONCRETE CLASS 'B' (COMPACTED DEPTH 4" OF CRUSHED SURFACING TOP — COURSE ROCK (COMPACTED DEPTH) FIRM AND UNYIELDING SUBGRADE OUTER EDGE OF UPPER SACK TO BE HIGHER THAN TOP OF MIDDLE SACK ELEVATION GRAVEL SACK DAM NOT TO SCALE BACK OF DRIVEWAY APPROACH FINISHED GRADE NOTES: 1O CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REQUIRED. O ANY EXCAVATED MATERIAL SHALL BE PAID FOR UNDER THE UNIT PRICE BID FOR "ASPHALT CONCRETE PAVEMENT CL 'B". DRIVEWAY WIDTH PER PLANS ASPHALT CONCRETE DRIVEWAY SECTION NOT TO SCALE BURLAP SACKS FILLED WITH "PEA GRAVEL" AS REQUIRED E Nm- SEDIMENT TO BE REMOVED WHEN THICKNESS IS GREATER THAN 1/2 THE HEIGHT OF MIDDLE SACKS. w D CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 3 N MATCH EXISTING PAVEMENT SEAL JOINT WITH HOT PAVING ASPHALT (AR 4000W) AND EXISTING APPLY SAND BLANKET. PAVEMENT NEW ASPHALT CONCRETE CL 'B' FIRM AND UNYIELDING SUBGRADE VCRUSHED SURFACING TOP COURSE. BUTT JOINT DETAIL NOT TO SCALE NOTES: 1. REMOVE CATCH BASIN GRATING. 2. CLEAN DIRT AND DEBRIS FROM GRATING LEDGE. 3. LAY THE CATCH BASIN INSERT INSIDE THE BASIN 4. REPLACE THE GRATING, PINCHING THE INSERT FABRIC BETWEEN THE GRATING AND THE CATCH BASIN FRAME 5. CUT OFF THE EXCESS FABRIC OFF WITH A BLADE KNIFE. A 3 TO 5 INCH WIDE STRIP OF FABRIC SHOULD BE LEFT AROUND THE OUTSIDE OF THE GRATING IF THE INSERT IS TO BE USED MORE THAN ONCE. Elm FILTER FABRIC RETRIEVAL STRAP FILTERED \—OVERFLOW TO BYPASS PEAK STORM VOLUMES PROFILE FILTER FABRIC CATCH BASIN INSERT FOR SEDIMENT ONLY NOT TO SCALE �-S.T. � �� CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 5�05/03 7 M.w. -u RENTON PHASE 1 - MORRIS AVE TO BURNETT AVE �y r 1)� �� J.N. at a DANM erg n CDCLLTM ENGINEERS M.w. � Plonnin9/Build(ng/Publlo Works Dept DETAILS - TEMPORARY EROSION AND SEDIMENT CONTROL, rr me ",o `� ., s..:.. NO. REVISION BY DATE APPR -� � �"'®�' AND MISCELLANEOUS DETAILS 9 '9 TO` FINANCE DIRECTOR cI FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Frank Coluccio Construction Co. Copy CONTRACT NO. CAG-04-027 ESTIMATE NO. 13 PROJECT: SW 7th Street Drainage Improvement Project Phase II - Lind Ave SW to Morris Ave S 1. CONTRACTOR EARNINGS THIS ESTIMATE $170,009.79 2. SALES TAX @ 8.80% $14,960.86 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $184,970.65 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,292,230.09 5. " EARNINGS DUE CONTRACTOR THIS ESTIMATE $170,009.79 6. SUBTOTAL - CONTRACTOR PAYMENTS $2,462,239.88 10. SALES TAX PREVIOUSLY PAID $201,716.25 11. SALES TAX DUE THIS ESTIMATE $14,960.86 12. SUBTOTAL - SALES TAX $216,677.11 GRAND TOTAL: $2,678,916.99 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR ACCOUNT # 421.000600.018.5960.0038.65.065430/5354 $179,530.65 # 13 ACCOUNT # 421.000400.018.5960.0035.65.045065/5460 $5,440.00 # 13 $184,970.65 TOTAL THIS ESTIMATE: $184,970.65 CHARTER 11 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT 1 AM AUTHORIZED TO AUTHENTICAT D C RTIFY TO SAID CLAIM L Signed: ./ff %-J-/l7/Oy tI - I} -0Li Printed On: 12/17/2004 City of Renton Public Works Department Page 1 Printed On: 12/17/2004 City of Renton Public Works Department Page 1 SW 7th Street Drainage Improvement Project Phase II - Project: Lind Ave SW to Moms Ave S Contract Number. CAG-04-027 Contractor. Frank Coluccio Construction Co. Pay Estimate 13 Closing Date: 12/17/2004 Item Description Unit Est. Unit Previous Previous This This Total Total No. 0. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization, Cleanup & Demobilzation Lump Sum 1 002. Construction Surveying, Staking and As -built Drawings Lump Sum 1 003. Traffic Control Lump Sum 1 004. Temporary Water Pollution/Erosion Control Lump Sum 1 005. Dewatering Lump Sum 1 006. Temporary Bypass Pumping Lump Sum 1 007. Trench Shoring and Excavation Safety Systems Lump Sum 1 008. Locate and Protect Existing Utilities Lump Sum 1 009. Removal of Structure and Obstruction Lump Sum 1 010. Remove/Relocate Existing Signing Lump Sum 1 011. CPEP Drain Pipe 8-inch Dia. (incl. Bedding) Linear Foot 70 012. Ductile Iron Drain Pipe 12-inch Dia. (incl. Bedding) Linear Fool 180 013. CPEP Drain Pipe 12-inch Dia. (incl. Bedding) Linear Foot 620 014. CPEP Drain Pipe 18-inch Dia. (incl. Bedding) Linear Foot 20 015. CPEP Drain Pipe 24-inch Dia. (incl. Bedding) Linear Foot 20 Class N Reinforced Concrete Drain Pipe 24-inch Dia. 016. (incl. Bedding) Linear Foot 120 017. CPEP Drain Pipe 36-inch Dia. (ind. Bedding) Linear Foot 550 Class N Reinforced Concrete Drain Pipe 60-inch Dia 018. (incl. Bedding) Linear Foot 2450 019. Catch Basin Type 1 - (incl. Foundation rock) Each 30 020. Catch Basin Type 2 - 484nch Dia. Each 2 021. Catch Basin Type 2 - 54-inch Dia. Each 3 022. Catch Basin Type 2 - 60-4nch Dia. Each 1 023. Catch Basin Type 2 - 72-inch Dia. Each 4 024. Catch Basin Type 2 - 96-inch Dia. Each 5 025. Catch Basin Type 2 -108-inch Dia. Each 2 026. Access Riser -484nch Dia Each 8 027. 18' L x 8'W x 9-8" H Stormwater Utility Vault (Complete) Each 1 028. 29 L x 8'W x 9 -6" H Stonnwater Utility Vault (Complete) Each 1 $269,970.00 $35,000.00 $85,200.00 $12,000.00 $130.000.00 $35,000.00 $40.000.00 $10,000.00 $10,000.00 $3,000.00 $50.00 $72.00 $65.00 $91.00 $98.00 $1 %00 $159.00 $456.00 $2,270.00 $2,460.00 $3,230.00 $3,475.00 $5,425.00 $10,425.00 $16.700.00 $900.00 $37,200.00 $38,200.00 0.70 $188,979.00 0.00 0.90 $31,500.00 0.05 0.90 $76,680.00 0.05 0.90 $10,800.00 0.10 0.90 $117,000.00 0.10 0.90 $31,500.00 0.10 0.90 $36,000.00 0.10 0.90 $9,000.00 0.10 0.90 $9.000.00 0.10 0.30 $900.00 0.70 17.00 $850.00 43.00 102.00 $7,344.00 146.00 606.00 $39.390.00 0.00 15.30 $1,392.30 0.70 67.00 $6,566.00 0.00 118.00 $18,762.00 0.00 267.00 $42,453.00 270.00 2367.50 $1,079,580.00 0.00 23.00 $52,210.00 2.00 4.00 $9,840.00 0.00 2.00 $6,460.00 0.00 3.00 $10,425.00 1.00 0.00 $0.00 1.00 5.00 $52,125.00 0.00 2.00 $33,400.00 0.00 8.00 $7,200.00 0.00 1.00 $37,200.00 0.00 1.00 $38,200.00 0.00 $0.00 0.70 $188,979.00 $1,750.00 0.95 $33,250.00 $4,260.00 0.95 $80,940.00 $1,200.00 1.00 $12,000.00 $13,000.00 1.00 $130,000.00 $3,500.00 1.00 $35.000.00 $4,000.00 1.00 $40,000.00 $1,000.00 1.00 $10,000.00 $1,000.00 1.00 $10,000.00 $2,100.00 1.00 $3,000.00 $2,150.00 60.00 $3.000.00 $10,512.00 248.00 $17,856.00 $0.00 606.00 $39,390.00 $63.70 16.00 $1,456.00 $0.00 67.00 $6,566.00 $0.00 118.00 $18,762.00 $42,930.00 537.00 $85,383.00 $0.00 2367.50 $1,079,580.00 $4,540.00 25.00 $56,750.00 $0.00 4.00 $9,840.00 $0.00 2.00 $6,460.00 $3,475.00 4.00 $13,900.00 $5,425.00 1.00 $5,425.00 $0.00 5.00 $52,125.00 $0.00 2.00 $33,400.00 $0.00 8.00 $7,200.00 $0.00 1.00 $37,200.00 $0.00 1.00 $38,200.00 1,9/171 oy Glt� �Z-t�-v4 Printed On: 12/17/2004 City of Renton Public Works Department Page 2 Project: Contractor. Item No. SW 7th Street Drainage Improvement Project Phase II - Lind Ave SW to Morris Ave S Frank Coluccio Construction Co. Description 0. Pay Estimate Unit Est. Quantity 13 Unit Price 029. 24' L x 8'W x 9 -6" H Stormwater Utility Vault (Complete) Each 1 $44,750.00 030. Bank Run Gravel for Trench Backfill Ton 8000 $8.00 031. Unsuitable Foundation Excavation, incl. Haul Cubic Yard 600 $20.00 032. Gravel Ball for Foundation Class B Ton 1000 $12.00 033. Controlled Density Fill Cubic Yard 50 $80.00 034. Sanitary Sewer Encasement - Station 9+78 Lump Sum 1 $5,000.00 035. Sanitary Sewer Encasement - Station 11+25 Lump Sum 1 $4,500.00 036. Sanitary Sewer Encasement - Hardie Ave. SW Lump Sum 1 $12,500.00 037. Sanitary Sewer Encasement - Stattuck Ave. S Lump Sum 1 $5,000.00 038. Cement Concrete Curb and Gutter Linear Foot 950 $18.00 039. Cement Concrete Sidewalk Square Yard 260 $35.00 040. Crushed Surfacing Top Course Ton 2000 $18.00 041. Sawcutting Linear Foot 15000 $2.00 042. Temporary Cold Mix Asphalt Concrete Patch Ton 1100 $50.00 043. Asphalt Concrete Pavement Cl. B Ton 3400 $65.00 044. Restor Pavement Markings Lump Sum 1 $10.000.00 045. Traffic Signal Loop (Complete) Each 20 $1,200.00 046. Remove/Restore Existing Landscaping Lump Sum 1 $10,000.00 047. Topsoil Type C Cubic Yard 30 $20.00 048. Seeding, Fertilizing and Mulching Square Yard 200 $5.00 049. Television Inspection Lump Sum 1 $8,000.00 050. Compaction Testing Each 100 $80.00 051. Force Account Each 1 $15.000.00 052. Change Order #1 Lump Sum 1 $14,139.51 Subtotal 8.8% Sales Tax TT Total Contract Number. CAG-04-027 Closing Date: 12/172004 Previous Previous This This Total Total Quantity Amount Quantity Amount Quantity Amount 1.00 $44,750.00 0.00 $0.00 1.00 $44,750.00 1571.23 $12,569.84 1,876.50 $15,012.00 3447.73 $27,581.84 932.38 $18,647.60 132.15 $2,643.00 1064.53 $21,290.60 1307.20 $15.686.40 185.34 $2,224.08 1492.54 $17,910.48 105.00 $8,400.00 0.00 $0.00 105.00 $8,400.00 1.00 $5,000.00 0.00 $0.00 1.00 $5.000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $12,500.00 0.00 $0.00 1.00 $12,500.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 847.00 $15,246.00 0.00 $0.00 847.00 $15,246.00 70.40 $2,464.00 0.00 $0.00 70.40 $2.464.00 1212.00 $21,816.00 1221.00 $21,978.00 2433.00 $43,794.00 5200.00 $10,400.00 3000.00 $6,000.00 8200.00 $16,400.00 493.31 $24,665.50 42.15 $2,107.50 535.46 $26.773.00 2232.13 $145,088.45 0.00 $0.00 2232.13 $145.088.45 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 3.00 $240.00 0.00 $0.00 3.00 $240.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $14,139.51 1.00 $14,139.51 $2,292,230.09 $170,009.79 $2,462,239.88 $201,716.25 $14.960.86 $216,677.11 $2,493,946.34 $184,970.65 $2,678,916.99 /1-( i--%i 7 l dY .:f t r�2sY :CITY O T"O"N APPLICATION FOR SEWER SERVICE ~:...... �-......................................... 1.9....----.. ...... ....:hereby make application for ewer Service for the premises located at J �. �' ... �.. ...........................................--....--....... ,....... No:......1.....s:...�.......- -- --- --- ---. ............. -Z oh --Lot No Block No ................. Addition .................................................................... ..................... scri tion:� .. .:....�.1...:�. ..... ..... E...................... or property de p �- .�purposes, The, Sewer is to 'be used for ......... ................•-- - .......---------•-- ...---•--............ - -•--- arid::..:.:................,:._.agree to, pay the rates now or hereafter in effect for such service aril comply with .all the rules-. a-nd:..:regulations as set forth iri Ordinance to be adopted regarding: the .use of ouch service and? the care of plumbing fixtures. Signed:. . ........ ----------------- .. ... ...,,G..... .. p� e............................ ..... _ ---.....------..Kind..... -: !.... ... .--------------------... Size of Pi Sewer161-d fby. . �: ....... .......................... a' ... .le ... .. ............................ Date. �`............... -Sewer t ed ............... .. APPLICATION FOR SEWER SERV°ICE i .......................................... Date.---•--• � ................., 19:.. ...... .. I ..hereby make application for Sewer ServIce.-for the premises located at l No. ............... ....._..a.._._.......---•-----•--•--........._..................... .. on Lot No ..................... Block No ................. Addition ............................................ or roe description:.... .�d.:....................- %L p P i'ty�!�-- ... . . ---- ..-- .. The Sewer is to be used for ......................... .. ............ ............................. ur and ............................ agree rto :pay the rates ;now or hereafter in effect -for such -servicea and comply with all the rules and regulations as. set forth in Ordinance to be adopted regarding the use of such service and the care of plumbing fixtures. r� Signed. „C ........ ........... ................. .... ` ........................... .... 1 Size of Pipe........... ...Kind....... V .... _ ........... Sewer laid y... ...... .. ..... .. .:..... -•- Date ...... 1..........1.....a..K............. Sewer turned in.._........_ .... i - C, r� 'O1 t it t ( L. � : � } �-•t tP� t. �f t 1 tG. .., , �- CIF. ; jN T ?O SERVICE . , AN .19: 117 • ....... ............ ........ b' premises located at "',RP, -ion 6 e Service the,.: y, ke application "lic! -at ­1 v'ic# or ............ ...................... ........... ................................................. ................ Addition:................................................................ operty description: ............ ................... .......... ...................... .............. ...... ewer S- ......... .............................. �-Purposes, 10 Sewer la -id 1116; �t`er fin offect for: r 'such' :90;v ice ''fed' o e, -a adopted re :Aimbifz: AIkftire g-' .......... :Kind ............ 40 Sewer turned ,,. ni...� ........ . . ............. . .. . . . . . . . . . . . . ............ ......................... PI: M� . . . . . . . 17. S319W 3 2415W7THST*3111604 I npg - Observat�in 10: 6 Code - y6ef ec t.: pipe C1oc Position: Sev ity Level: Consent: Show: --- Clip: Author: Copyright: Pay.,: Foota3e: ?8.?FT dropped elevation t. ►-1 04:30105:14 'b!: EXISTING FIRE HYDRANT CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NOTE: 1. CONTRACTOR TO RELOCATE EXISTING UTILITIES IN AREAS OF PROPOSED DRIVEWAYS AS NECESSARY TO ACCOMMODATE PROPOSED IMPROVEMENTS. ALL COSTS ASSOCIATED WITH UTILITY RELOCATION SHALL BE INCLUDED AS PART OF THIS CONTRACT. 2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE W/ CITY OF RENTON REQUIREMENTS PRIOR TO WORK IN CITY RIGHT-OF-WAY. SEE SHEET C-6 FOR CONTINUATION - ��low I' I \s � � — MATCH EXISTING='�%'_ ��Ra� 8�� BAN SEWER-.------- SEVENTH STREET S CONTRACTOR TO -- \ �� SAWCUT, MATCH CONNECT TO �,\ & JOIN EX. PVMT. EXIST. STUB. /�� AND CURBING EXISTING FIRE STA. 20+00 HYDRANT - INSTALL ADDITIONAL CATCH CONTRACTOR TO --- -' EX. SS MH #4 BASIN AT EDGE OF PROPOSED PATCH PVMT. IN SAWCUT, MATCH DRIVEWAY APRON & CONNECT ACCORDANCE & JOIN EX. PVMT. TO EXISTING CB WITH 8 SD WITH CITY OF PIPE. INSTALL SOLID COVER RENTON STDS. OVER EX. CB CONTRACTOR SHALL COORDINATE WITH CITY PRIOR TO CONSTRUCTION. w J1 EXISTING FIRE HYDRANT SAYJCUT, MATCH & JOIN EX. PVMT. i COORDINATE - CONNECTION OF GAS WITH GAS COMPANY CHECKED FOR COMPLIANCE TO CITY `. � y 1� Wad • ,�,.�.+. k .. 311194 APPROVED by�Kk CURB &GUTTER / b (TYP.) C-10 60 LF 24 SD 0 1.0% i — IE = 14.40 CONTRACTOR TO PATCH PVMT. IN ACCORDANCE WITH CITY OF RENTON STDS. CONTRACTOR SHALL COORDINATE WITH CITY PRIOR TO CONSTRUCTION. CT NEW 120" MH 13 C-13 914GP41236 AS -BUILT CIRTUNCAlr-- THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, A5 MOOIFItO HEREIN, REPREStNTS THE -AS-BUILT' CONDITIONS OF Tit NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR Wi:STALLATION NOTES AND FIELD h*ASUREMENT 8' THE CO^!jRjCTnq. THIS DOOCI MfNT DOES NOT REMMINT A C ','tFD FIELD SURVEY. THE ENGINEER t*WHY CERTIFIES rNIST. &WD UPON THE METHODO �Y DES(_kl8fD AW1,1... CONSTRUCT nN SHO% IS CONSKTENT WIIH THE 1-0SIrN INTENT EXiCtPT AS NOIED, AP40AL.CURA4IY REPk1NENIS THE AS-BU RT CONDITION. WASHINGTON LAND DESIGN CERTIFICATION. • GRAPHIC S LE 40 0 20 40 so 160 ( IN FEET ) 1 inch = 40 ft. Washington band Design CITY OF RENTON Planning & Engineering DEPARTMENT OF PUBLIC WORKS 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 SEVENTH STREET SW (206) 365-9510 FAX (206) 365-0225 K N ILv a MATCH LINE 9 CONNECT TO EXISTING C-16 12"WATERMAIN 1 - 12" x 8" TAPPING TEE (MJ x FL) 1 - 8" GATE VALVE (FLxMJ) 1 - THRUST BLOCK EXISTING SHOPS TO REMAIN. / 9 CONNECT TO EXISTING C-16 12" WATERMAIN 1 - 12" x 6" TAPPING TEE (MJ x FL) EXISTING FIRE-- 1 - 6" GATE VALVE HYDRANT (FLxMJ) 1 - THRUST BLOCK WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS 1 OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION \ DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277--6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVELY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1- 3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). L i2�� C-f� rE I�fIL l/E "`'O YX11- r @ d iZECr1oN I _eEA1rQAJ RLLVUM I L LA. I IRL lI l Vl\Ml4 `lrVly I\111. VI\ MU_ I VERIFY PROPER FUNCTION W/ CITY OF RENTON. CN REFURBISH OR REPLACE AS NECESSARY PRIOR TO RE -USE. UNSERVICEABLE APPURTENCES SHALL BE SALVAGED TO CITY SHOPS.) L- D C_ D C 1- 12" x 6"_TAPPING TEE (MJ x FL) 1 - 6" GATE VAL VE (FLxMJ) 1 - THRUST BLOCK _ & GAS STATION TO REMAIN. OT A PART )F PROJECT 10 (TYP.) STA: 26+20.76 - REMOVE EX. 90' --- C-16 BEND & 12" VALVE �--� CONNECT TO EXISTING 12" WATERMAIN 1 - 12" x 12" TEE (MJxMJ; 2 - 12" GATE VALVES (MJ) IN VAULT PER RRENNTON STD. DETAIL BR48 1 - THRUST BLOCK EXISTING 12" 'N/M MATCH LINE C� -J EXISTING FIRE N HYDRANT 214 STA. 20+00 4 STA. 21+01 C-148 CONNECT TO EXIST. SAN. SEWER �- _ EX - 19.3t N SEE SHEET C 9 IE ( )- C) FOR UTILITY I = 19.4 (W) CONNECTIONS IN EXISTING BLDGS & " SEVENTH ST SW PARKING TO REMAIN. NOT A PART OF PROJECT. - RELOCATE EX. FIRE HYDRANT (CONTRACTOR MUST VERIFY PROPER FUNCTION W/ CITY OF RENTON. REFURBISH OR REPLACE AS NECESSARY PRIOR TO RE -USE. UNSERVICEABLE APPURTENCES SHALL BE SALVAGED TO CITY SHOPS.) z� D C� ( ) C= /2 " C9TE k/gLl/E U/o JI&IL r @ DIZEL47-16N OF 2/ry of /CcwroN RAINIER AVENUE 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS `:: X (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90 DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 9B. ALL WATER MAINS AND SERVICES SHALL. BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL. BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS EXIS'EING FIRE ----- HYDRANT 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE U-1LiTY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBIL.ITI' TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF' FEES HAVE BEEN MADE TO THE CITY OF- RENTON. 13. ,ALL CONNECTION TO EXISTING MAINS TO BE: ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WE T TAPS WHICH MAY BE MADE BY APPROVED 'VET TAP CONTRACTOR'S WITH PRIOF' APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON --SITE. PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHES- 13Y A. REPRESENTATIVE OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFIL.ING ALL CONSTRUCTION. THE CONTRACTOR AS WELL_ AS THE ENGINEERS SHALL KEEP AS - BUILT DRAWINGS. HARDIE AVENUE SW 15, CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW - OFF' ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL. JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF C;OLUMBUS OHIO OR EQUAL. APROVED IN WRITING BY THE WATER UTILITY SECTION. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREET MAY BE SPADE CUT. ALL. SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL_ BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A, TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH -TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WR�TTEN APPROVAL_ OF THE: INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE 13VC FIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL- FROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. BURGER KING TO REMAIN. N2T A PART OF PROJECT. ----� EXISTING FIRE HYDRANT WGINK96 WILT CUTIACATION THIS PLAN HAS BEEN REVIEWED XXI CONHDRWNCE WITH THE MUGN IVIENT. THIS ?LAN, AS irK7OIFIE0 HEREIN, REPREStNTS THE 'AS-BU0.T9 CONDITIC" OF THE NEW CONSTRUCTION SHOWN, PASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEAwRFMENr er w coNTRACT%. . t►Ils DOCUNRNT DOES NOT R{ %MNT A DETAILED FIELD SURVEY. THE ENGINEER #%KBY CERTIFIES THAT, RASED UPON THE METHODOl :.1V DESCRIBEO ABOVE. - CONSTRUCTION SHOT .+ K CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED► AND ACCURATELY REPRESENTS 2a?36 1HlE AS$UILT CONDITION; WASHINGTON LAND DESI °N CERTIFICATION. BY'• ;2ftav ?9. DATE: O - Z9- 6 i FOR SANITARY SEWER NOTES AND APPROVED SPECIFICATIONS, SEE SHEET C-7, SANITARY SEWER PROFILES. by . p1Aa ��,�,.,� a/,/,1� GRAPHIC SCALE 40 0 20 40 s0 ( IN FEET ) 1 inch = 40 ft. 160 CHECKFF) F)R COMPLIANCE U GAFOUR/ - YVWR Li iuifl - MARCAA 9 3-1-% ;lvjtErg,:� - - 1.5" IRRIGATION STA. 18+70 L /2" C-.47L !/AGvE TA: 1 +68 STA: 16+48 w METER AND DCVA. SEE 1 12" x 6" TEE MJ x FL - » '� 8" FIRE SERVICE CONNECTION. SEE " 1 - 12" GATE VALVE (MJ) /Y,461L7' /rt1,4M6RDANCE TA: 1 + 1� ., , ,c r,a;J� E w ( 1 - 12 x 6 TEE MJ x FL ,---4.0' FOOTiN6 EASEMENT IN CONCRETE VAULT w/G/r of REiUTa.t/ 1 - 22 1 2 BEND MJ t x. tonic 6 s r ATE: VALVE (FLxMJ) _ c, �H, PLANS FOR INTERIOR INDICATOR 1 - 6 GATE VALVE (FLxMJ ry Y CONC. i;vit.r,tr f LANDSCAPE PLANS. 1 8 .GATE VALVE F xMJ f' 1 THRUST BLOCK t ��, s PER CITY OF RENTON 1 - TH ST BLOCKS THRUST BLOCK VALVE & CHECK VALVE ASSEMBLY. 1 - THRUST BLOCK U/G TELE. J7-AN Ae EX BUILDINi -.� _ _ 77".... „� � S�,DETAIL BR48 d �' - --- R rr,rlrr M<"'yIIFRar~..__ �. i,. ��.. _. _ .. _... _. _... __. w._ _.. __. _ . _ ___ ___ _..._ _ ... i 5 2" WA ER METER FH FH _ _C_. :--�.•�••�-��-w�.,..-�-�-----�.� �---�•--•-�-•-� �-�--•�� ?_" DOMESTIC WATER SERVICE - _.� STA` "f8+00 C-16 STUB. WATER METER t __..._-_._...._..�,_,._..._ - - 1 - 90' BEND MJ r I 7 NTE1OB t4+o E INSTALLED UPON15+00 .._._ _. _._. _ 16+OG �;�7+OQ.:STA. 10+ "4r _ ._. __ __ ._. _.- ._._ __.. ___...._ _ _ }, -THRUST BLOCK __ __ .__ ..FUTURE LDG PAD DEVELOPMENT -I � 6 �10+54 � ---- - -- ---- � _ I 2.5 DOMESTIC - ----- --- - --- ;� OR Sc 1-11 1 /4 BEND (MJ) � R �- C � �,-,> I.ASFt�;t � �E. EGRESS,-., r C-16 VER CAL',GROSS 1 THRUST BLOCK \ ' BOLLARDS TYP. N r j c0`r.E.,�,- I ASSEMBLY_--� 'U tGi Lk:,Ere{itJi DUI? / WATER SERVICE �r ( ) WATERMAIN #1 (12) x U/G ELECT. ,_ '1 U LIT '3, REC. NO. 6167578 �`L ; U/G TELL. I 109.75' W 10'x36' � � COMPACTOR PAD ! 111.75' FW 6 x 10 ELECTRICAL f TRUCK WELL (SEE ARCH. PLANS) f 138,16 TELEPHONE E TRANSFORMER PAD , U/G ELECT. 1 I • ,, ENTRY SLAB SLOPES �t 1 ' ti 'l t �., ,. 142.16' ELECTRICAL ENTRY TO DRAIM. 1 PIV TO BE INSTALLED IN ACCORDANCE WITH - ! ,- + CITY OF RENTON STDS. DDCVA IS REQUIRED FUTURE URE RETAILS ' I' _� _........ ENVELOPE �,. ` ' STA: 11+91 95 LF -8" W/M & SHALL BE INSTALLED IN BLDG. SEPARATE I __. .,._ ____` v " `4 GAS ENTRY A 4000 SF i �" R NS INCLUDING DDCVA I ,1-12 X8 TEE (MJ x FL) `� 0 I�A'iEMEN1' FC � , I � 'i . � ;1 1 t d N 1 i 1 i `�, ` ry SMA�!UBMTD TO FIRE _PREVENTION ELEC. E W'T - -THRUST BLOCK FH I} RE,,, r�o7f VIAii ; ,,i t 1-8 GATE VALVE (FLxMJ) DEPT.'F'OR'RVIEW��C;.APPROVAL. A SEPARATE 31„T m o wrN-6 0 \, ` �� a FIRE SPRINKLER PERMIT WILL_E REQUIRED. I- - - a DRIVE THRU FIRE HYDRANT , k 1 STA. 2 B I T�Cr::FI, 1 ', t C-15 (TYP., AUTO CENTER SS S`UB -o PROPOSED RETAIL STA: +38 ', 1 12 x 6 TEE MJ x FL IE 22 4 ccr WALLS- ....? ty ► � � TEE(MJ � ._. �.. ... -�, 1_En.�;L.: . , I'ARKIidC• u,ASE.�AE;PtT _ STA: 10+44 7 L_ R -12 9 - G R - E R _ „ _ STA 19+54 o u. PARKING �40378 1 6 GATE. _VALVE (FLxMJ t i t 1-45' BEND MJ CONNECT TO EX. 12" WATERMAIN `C-16 FF = 27.50 1 - THRUST BLOCK ,.- - �' `� °'� BUILDING AREA = 133,300 SF 500 GAL. OIL k� 1-THRUST I,BLOCK 3 1 t ,y INTERCEPTOR TO BE i 6" CIONC. CURB RELATE EX. FIRE HYDRANT (CONTRACTOR MUST 4.s` GUNC. WALK ! CONSTRUCTION TYPE = 5N I FUTURE RETAIL #2 I �. t t �- CONSTRUCTED UNDER REMOVE EXISTING 12 `VERIR, PROPER FUNCTION W CITY OF RENTON. i OCCUPANCY = RETAIL ;r, ! I ENVELOPE { i / SEPARATE PERMIT WITH STA: 20+11 26,000 SF + REMOVE & SALVAGE EX. BLDG HEIGHT = 30 N GATE VALVE &INSTALL' �.,, 'i REFURBISH OR. REPLACE AS NECESSARY PRIOR ` BLDG. PLUMBING. I I 1-45 BEND (MJ) o I 12" BLIND FLANGE AT ,��, TO RET`USE. UNSERVICEABLE APPURTENCES \ RESTAURANT FIRE SPRINKLER'.CHECK - I I _ SS STUB (SEE MI_CH. PLANS) ,�, y 1 THRUST BLOCK 2 • PEDCSrm ,y EXISTING 12" TEE t SHALL SALVAGED TO CITY SHOPS.) GREASE TRAP VALVE & VAULT. (RETURN ENT IE= 15 TO BE CONSTRUCTED EX. METERS TO CITY) STA. 21+20 'f 8010160469 � I 15 UTILITY ESMT.`., 27 LF 6 PVC 0 2.0� � w - --UNDER--SEPARATE. 1 - 12 x8 TEE MJxFL ... ___ _ � I - -..._ _........._ (TYP.)_._.�4�; _...�. � �-�. _1✓ r..._.._.. ��__..____-__ ._._ _. , �� PERMIT -WITH $L-E)fr:- �_.._ _.___.____.___.__..__.._ __ _ GARDEN a 5 SAN. SEWER C.O. 1 1 - 8 GATE VALVE (FLxMJ - � 4 +18 CE _ I M I ALL NEW SEWER MAINS„'..__ _-__-+,t,�,__- (SEE..MEGh�.- C-14 IE _ �o 1 - THRUST BLOCK -1�:_-w� 30, -,�� Q-14 E. 48 i _�_..._ . -� SS MH TYP II " PLANS' �.__ .._-_.-..„`1. IE = 20.9 (E) < i SHALL BE VIDEOTAPED. 1 e�l! TE 6.GO ) 140 LF 8 PVC CONTRACTOR SHALL PROVIDE', ' ,---- ___..._'._r.: + �RPE RICE ST IE = 21.0 i '_C • . 20 WIDE EASEM NT FUR WATt !_1NE5 1 ® 1.25% _ _ ---- -- - lE 21.0 ) _. VIDEO TO THE CITY. '� �:r REC. No. 6051495 (THE EASTE. LY ! 167.7 -- - --- --- STA. 22+06 " ARC WITH - w, rx'�Eft7 tool �t�Ec.CIL, 4 a „ „ 2 BLOW Eli .. S E1viBLY I STA: 14+69 _ T _..._ Ln t __.__._.. H 3 TYPE II 48 OUTDOOR GARDEN CENTER 12 x6 TEE , ' q, C A� t s N Ia4�t I; h IIaGF2 ::, & 'Ct ; c,_ ,,. � _ REMOVE EX. SS STUB C-14 .r;# _ SLAB SLOPES TO DRAIN. 63.2 (MJ x FL) x 12„ o I -�..__._ .,, � � 1. ..._. r..�Lh9Etr'i s Af1� I = W �,� (SEE ARCH. PLANS) 44.5 -6 GATE 2"GATE I �7 SL E, E�S VALVE (FLxMJJ) �c J -r r' ii 2u vY.tJr %+SE.t.4£ NT r 'ri 1N f P, r Tr _ �7 1 �1. '� %,NY ortiEFi PUcsLI:: ,)`IiUT7 ' 1 1-THRUS I BLOB' ,rA�L� ;_. v. CD �. PR I i ` 1 'ACES, REC. NO. 11601 + 1 D STA: 10+45t. ``t �� ti �/Z` OUTDOOR jt�;._ �!�■ �'� `, ,LSO SqN. GARDEN X I IF ~ '�, > cLECr CONNECT TO j--i._.._ t, i �F SF x qg .. t01604C EX. SS MH #1`t�/N t +oo IRRIGATION CONTROL/ CENTER v„ ___-�,� IE = 16.6 F 2 13+00 PRIVATE SAN. SEWER 14+00 I REMOTE ELECT. & x ��. -�;-- T x F'EMOTE WATER ENTRIES N I 6.. WALL .�x1 < < I ° 6 275 LF 8 VC 0 - - + L_ 1 SAN. SEWER ' �� i o 68 � � SEE ARCH. PLANS) J FH '", ;� `, 1 - 8"x6" TEE MJxFL --�c- x-�c x x FIRE HYDRANT 2 ' xr, C-7 PROFILE 1 - t� i'', i 'F 1 - 6" GATE VALVE LxMJ STA: 24+91 N FH (TYP.) C-1I5 r1 w U t .., 1 8 PLUG M J /\ �- - 2300 - - _ _- : 1'- - _ . _. _. _.._ k. a.r , L C 1 - 90' BEND MJ `r 2 - THRUST B 0 KS r^ _. ST : 11 +95 4 ' 1 - THRUST BLOCK �/ t.;--- --- I�__.. SSMH#2TYPE11, 8 _ ---- 'i E _4 (N) FIR HYDRANT 2 IE _ k,� (SW) �, I C-15 STA: 24+55 5' STA: 24+29,�; �,'" '' STA: 22+33 t 115 LF 8" W M 1 - 22 1 2' BEND MJ 1 - 12" x 6" TEE +65 ',,." / 1 -THRUST BLOCK (TYP.) (MJ x FL) 1 22 1 2 ' BEN I(MJ) 1-THR BST BLOC 1 THR ST BLOCK MATCH LINE I 1 -THRUST BLOCK 2C WIDE • WµIF0 I INKS wC, NO. I I I NOTES: 11. NOTE TO FIRE PROTECTION CONTRACTOR 7. CONTRACTOR SHALL TEST EXISTING CITY OF RENTON WATER THE FOLLOWING PRELIMINARY FLOW AND PRESSURE DATA 14, ALL PROPOSED WATERMAINS TO BE POLYWRAPPED. 1. CONTRACTOR SHALL REFER TO DEPARTMENT VALVES PRIOR TO CONSTRUCTION OF WATERMAIN. HAS BEEN CALCULATED AT THE SPRINKLER SERVICE : APPROVED ARCHITECTURAL PLANS FOR EXACT INITIATION OF WATERMAIN CONSTRUCTION CONSTITUTES ENTRANCE (FFE) 0 27.5 ON NOTE: LOCATIONS AND DIMENSIONS OF THE CITY SERVICE SIDE OF THE REQUIRED UTILITY SERVICES TO ADJACENT PROPERTIES SHALL BE by �'�""' �11e1'" �'h0 "' TESTING PROTECTED AND MAINTAINED DURING CONSTRUCTION. . vs0ilkc,�c,ACCEPTANCE OF EXISTING CONDITIONS. ',1_L E VESTIBULE, SLOPED PAVING, EXIT SHALL BE COORDINATED WITH THE CITY OF RENTON. BACKFLOW PREVENTER PORCHES, RAMPS, TRUCK DOCKS STATIC PRESSURE= 74 PSI PRECISE BUILDING DIMENSIONS, 8. CITY OF RENTON WATER DEPARTMENT SFIALL SUPPLY & DROP IN RESIDUAL PRESSURE= 59 PSI HORIZONTAL DATUM: 0 1150 GPM FLOW BEARINGS ARE BASED ON CITY OF RENTON DATUM 70, 9, I rri WOOD FRAME , P4 SEE SHEET C-9 FOR SEVENTH ST. SW UTILITY CONNECTIONS i - EXISTING FIRE HYDRANT r^ c> W SANITARY SEWER STUBS PROVIDED FOR FUTURE CONNECTION. APPROPRIATE WH,;AREASE INTERCEPTORS, ARWNNECESSARY, TO BE 9�t0'ROVIbED WHEN BLDG 1- PADSARE DEVELOPED. ■ RIGHT TURNDNUr Z I,.,N W - MAR.. BOtES, V, SAN. Si=4k,""R' 2 PROFILE C-7 m AEI: I MATCH LINE - GHE _M<ED FOR COMPLIANCE /� 1­0 CITY STANDARDS f'i DOU L GAFF U WR[f,Z UTll.iil ip M ARCH '�, 6 a► r `� -- - Date 1 • AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2" METER. CONTRACTOR TO CONNECT & CONSTRUCT USING GPS STATION "60" AND GPS STATION "754." DOMESTIC SERVICE AND ALL ASSOCIATE[ APPURTENANCES. 12. ALL WATERMAIN AND FITTINGS SHALL BE CLASS 52 DUCTILE 2. SEE TITLE SHEET FOR UTILITY LEGEND. CONTRACTOR TO COORDINATE INSTALLATION W/ CITY OF RENTON IRON PIPE WITH RUBBER GASKETS. ALL WATERMAIN AND {NORTH 89'10'29" EAST) 1 WATER DEPARTMENT. FITTINGS 8" DIAMETER AND GREATER SHALL BE CEMENT GRAPHIC SCALE 3. FOR THRUST BLOCK DETAIL / SCHEDULE SEE MORTAR LINED. ALL WATER LINE FITTINGS AND VALVES SHALL VERTICAL DATUM: C-15 "1920" ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL 20 `° °° '°° 9. CONTRACTOR TO PROVIDE TRENCHING, VALVES, CONDUIT BE CONNECTED WITH MECHANICAL JOINTS UNLESS 3 INCH BRASS DISC IN CONCRETE AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS. OTHERWISE SPECIFIED IN ACCORDANCE WITH THE STATION 4. FOR WATERMAIN VALVE BOX DETAIL SEE 3 CONTRACTOR TO PROVIDE GRAVEL FOR VAULT BEDDING AS REQUIRED CITY OF RENTON STANDARDS. WALK, NORTH SIDE OF THE SOUTHERLY DRIVEWAY � AND ALL ON THE EAST SIDE OF RAINIER AVENUE IN FEET �-1) BY PUGET POWER.POWER LINES TO BE INSTALLED BY PUGET POWER 13. CAUTION - NOTICE TO CONTRACTOR SOUTHWEST, ELEVATION = 27.87 FEET (8.494 METERS) 1 inch = 40 ft. 5. FOR WATERMAIN TRENCHING & BACKFILL DETAIL & LIGHT COMPANY. CONTRACTOR TO CCORDINATE W/ PUGET POWER. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION Wwhington (rand Design " PVC AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ENGINKU Ai-$ULLi C RTNKAtEON SEE 4 10. CONTRACTOR TO PROVIDE TRENCHING, BIDDING BACKFILL, & 4 C THIS PLAN HAS BEEN REVIEWED Fat CONFOWM'CE WITH Planning & EngineeringC-15 SCHEDULE 40 CONDUIT FOR UNDERGROUID TELEPHONE SERVICE TO IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, THE (DESIGN INTENT. THIS PLAN, AS MODIFIED 41MI4, NEW WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONSTRUCTION U-OOWN'&%SEC) UF�OUR Of TVIAL PROPOSED RETAIL BUILDINGS. CONTRACTOR TO COORDINATE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR OEISfRVA ION, CONTRACTOQ INSTALLATION NO ES AND 10700 Meridian Avenue N., Suite 503 FIRD6. FOR SANITARY SEWER TRENCHING & BACKFILL DETAIL INSTALLATION WITH US WEST (TYP.). CF,P AND MARK CONDUIT DOC, w�EA�,IDOES N b THE SENT ,ADCAI THIS COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY �' "' DOES NOT RI*gfBY C R DfiAUED FIELD Seattle, WA 98133 SEE FOR FUTURE CONNECTION. SURVEY. THE ENG,NEEIt-»QfIC CERTIFIES THAT, BASED 2 COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO UPONONS THE tiEfTHox DESCRIBED 004SITN ABOVE, (206) 3b5-9510 FAX (206) ,365-0225 CUNSTRUC' tN SH(T IS C'�NSISTENT WITH THE DESIGN REQUEST EXACT FIELD LOCATION OF UTILITIES, 1-800-553-4344 INTENT EIIC i,'T AS 'ATIONW)IID. ANU A� CUiiNTELV REFMEESENTS EN$N4F)�3 4S -BU/ITT It - /o 129 C-13 � TEIt AS�UILf Cn"E�IIION IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO RELOCATE WAy A o CLM K ,UN `�1/T BY. a1E: CI OF RENTON 2ND COMMENT SUB. WL!) 2 29 96 �'17 "'?_ �i ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED CITY OF RENTON RESUBMITTAL WLLD 2 15 96 W Vr -27 - l? 76 IMPROVEMENTS SHOWN ON THESE PLANS. mm rev , BY I M*k WIT 1 J. Tq Rns�& C-5 ,p cooro K `po,�, �slONAL �(o EXPIRES 5/13/ 011 SHEET N0. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS UTILITY PLAN oesom DMS DAm 1 /17/96 ME NAME: W DJC CHECKEo: DJT SCUE 1 "=40' .00aPAM ApPf4VM ST ET: OF: L MATCH LINE SEE SHEE 9 CONNECT TO EXISTING C-16 ff-WATE:RMAIN 1. - 12" x 8" TAPPING TEE (Md. x._ EL). _ 1 - 8" GATE VALVE (FLxMJ) 1 - THRUST BLOCK EXISTING SHOPS { TO REMAIN. 9 CONNECT TO EXISTING C-16 12" WATERMAIN 1 - 12" x 6" TAPPING TEE (MJ x FL) EXISTING FIRE- (FLxMJ) 1 6" GATE VALVE HYDRANT 1 - THRUST BLQCl WATER UTILITY - GENERAL NOTES 1, ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSD01 /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8: 30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS t OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277--6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVELY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST' IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C-104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10--82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21,53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/0.10-82. ACCEPTANCE TESTING III ACCORDANCE: WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6, GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CL.OW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE: WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4,6263, 1- 3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). tea_. r -a=F r r �r r a.. r r r r ��r r r r r rrrra�r�wT r ��Tr IW ' ( ) -i- 10 TYP12". �� __ _. uo CIO ``'0 Y,4&Z r roN _eEA1r.QAJ_ STA: 26+20.76 / 8 21+00 REMOVE EX. 90' -- �16� �- BEND & 12" VALVE CONNECT 1-0 EXISTING 12" WATERMAIN 1 - 12" x 12" TEE (MJxMJ) 2 12" GATE VALVES (MJ) IN VAULT PER RENTON STD. DETAIL BR48 1 - THRUST BLOCK VERIFY PROPER FUNCTION W/ CITY OF RENTON. CN REFURBISH OR REPLACE AS NECESSARY PRIOR TO RE -USE. UNSERVICEABLE APPURTENCES SHALL BE SALVAGED TO CITY SHOPS.) 1 - 12" x 6" TAPPING TEE (MJ x FL) 1 - 6" CATE VALVE (FLxMJ) 1 - THRUST BLOCK TIRE & GAS STATION TO REMAIN. NOT A PART OF PROJECT • ,nu RAINIER AVENUE 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9, ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIFE_ CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY P GS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90 DUROMETER ORETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A, ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN T;-IE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS EXISTING 12" W/M RELOCATE EX. FIRE HYDRANT (CONTRACTOR MUST VERIFY PROPER FUNCTION W/ CITY OF RENTON. REFURBISH OR F'EPLACE AS NECESSARY PRIOR 1-0 RE -USE. UNSERVICEABLE APPURTENCES SHALL. BE SALVAGED TO CITY SHOPS.) C� ld/o Y141/L r <o /J12EC7/6A/ OF C17Y of /Cl_ivroN EXISTING FIRE-----// HYDRANT 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING -THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, ,AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE: ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED 13 � THE CONTRACTOR AND BE ON --SITE PRIOR 'TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE: ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEI:_RS SHALL KEEP AS - BUILT DRAWINGS. 4 STA_ 21-h01 __ C-14 SS MH #5 TYPE II, 4$' �- CONNECT TO EXIST. SAN. SEWER IE (EX)= 19.3±(N) I I = 19.4 (W) EXISTING BLDGS & PARKING TO REMAIN. NOT A PART ; OF PROJECT. hi e i f s, t , } o1 TCH LINE: 77 7HErT 7 ��-- EXISTING FIRE HYDRANT STA. 20+ 00 _ _ EX. SS MH #4 --SEE SHEET C-9 FOR UTILITY 1 ` x CONNECTIONS IN SEVENTH ST SW 1 I l , } i f 3 1 S r I EXISTING FIRE ', 14 BURGER K NG I' TO REMAIN tNGINffu AIrRURT CNTIMCATION THIS PLAN HAS BEEN REVIEWED FOA CONFORMANCE WITH NOT A PA, ; ° THE DESIGN INTENT. THIS PLAN, AS M("IEO HEREIN, OF PROJE ;T. { KPIltStt'iS THE 'AS .'WILT' CONDITIC.'5 Of Ti* NEW ku CONSTI(LICTION SHL7WN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENT BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD ,ij SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED { ;• UPON THE METHODO LV DESCRIBED ABOVE, CONSTRUCTION SHOT .• IS CONSISTENT WITH THE DESIGN 36 INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE AS -BUILT CONDITION, WASHINGTON LAND DESIGN CERTIFICATION. BY. l/ .ti . DATE: tg-7-9- HARDIE o1 TCH LINE: 77 7HErT 7 ��-- EXISTING FIRE HYDRANT STA. 20+ 00 _ _ EX. SS MH #4 --SEE SHEET C-9 FOR UTILITY 1 ` x CONNECTIONS IN SEVENTH ST SW 1 I l , } i f 3 1 S r I EXISTING FIRE ', 14 BURGER K NG I' TO REMAIN tNGINffu AIrRURT CNTIMCATION THIS PLAN HAS BEEN REVIEWED FOA CONFORMANCE WITH NOT A PA, ; ° THE DESIGN INTENT. THIS PLAN, AS M("IEO HEREIN, OF PROJE ;T. { KPIltStt'iS THE 'AS .'WILT' CONDITIC.'5 Of Ti* NEW ku CONSTI(LICTION SHL7WN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENT BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD ,ij SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED { ;• UPON THE METHODO LV DESCRIBED ABOVE, CONSTRUCTION SHOT .• IS CONSISTENT WITH THE DESIGN 36 INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE AS -BUILT CONDITION, WASHINGTON LAND DESIGN CERTIFICATION. BY. l/ .ti . DATE: tg-7-9- HARDIE AVENUE SW n, am.uw<t '�+4im. v,,,x. Sk. �.-+�... ••a ; �` ,.,xn_n. s 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPC. A'=Af-bW- OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAIN( SYSTEMS (SHACKLE- RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL_ APROVED IN WRITING BY THE WATER UTILITY SECTION. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREET MAY EE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALT_ BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A, TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PT_ACEMEN'I OF FIN ';L PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE. INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE' SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED ARE -AS. ALL. CHEMICAL FROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. CHECKER Fr)R COMPLIANCE _I. FOR SANITARY SEWER NOTES AND hh ` / SPECIFICATIONS, SEE SHEET aVED l� C-YAFouR/ - WAZ L)TiLK4 - MARcN 1.,M6, SANITARY SEWER PROFILES. b y GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. W -17- I Y wwp -1 ? -02 T6 f ,—sEP,oeA,-ae /2 `41 Ap,aP7�Q Cal ,,�1 IZ''SQ. I.D. (o-474'-O" X 5-S„ 3L" x3L" DIAMOND Q EASTING ASPHALT 1:0' + NEW CURB CA G ETE : PAVEMENT Min. do GUTTER MIMIMUM Z8 DAY COMPPE551VE 5TREIJGTLI-F64000 PSI. DESIGN IN ACCORDANCE W/ ►JO. 5Z5'o5 'MINIMUM". Pf_aUIREMEKM SAWCUT A ATE DOOR FOR TWIN 5 EC-IO N PIZECAST CoIJ�ETlf cows i ,e>JcT.ON . QFIIJFQ2CEMENT. p '' OIL/WATER SEPARATOR - 750ga 1. DEFOZMED BARS IN IX,CC�DA�ICE W/A5TM. A&i5 (05 GRADE 40, _ p WELDED WIRE FABRIC IN ACCORDANCE W/A���{ ,"I NT",• DESIGN LOADS : ``{, • AAS I- 0 - I -a- 20. + OR 1.0' BEYOND EDGE OF GALVANIZING :. DAMAGED PAVEMENT ALL FABRICATED STEEL rFEM5 EK.EPT REINFGROW1. TO 5E uoT DIPPED GALVAIUIZED AFTER FAE2ICATI0N C0KIFORMING ` Cl) �,ti �I C RB & TER EPLACEMENT DETAIL TO SPECI E►CATIOWS 'A5TM A3�&4 A3�5,A350, t A123. INSTALL MINI UM 6� J IPE SIZE: >4Ts. (�wSZINc,)G,e, O N MAXIMUM PIPE DIAMETER IS •12 INCHES. 3" CUSS B A.C. rp zl,o �1Vgflllll �l( lb(pizpy,jT 3• A.T.B. Ttft k IW, t�,o J4, 1900 (ok - - - - 4 CRUSHED ROCK uo covek N 8'I 4(D Z8W 5. l05 z_t of I-k ` ` IU Wr ZI I�.lo1 41 the % �`I I I/Z NpC / �•� hj p � 1 ` �, I I � , Too. tit-r - /`I� r 3 _\ " ` N NEW 48" CB-TYP lI G.g./II1L*-j O)w1 T,4,np1 I 1 O' � � i I W/SOLID COVER nTin c, � I z • / I RIM EL-22.00 ! - ( 'rJ P�P�f4Q, Ili 16"O 1rX1'yf '�i � , ��� XI lrI 1 A) T-ftf 1 k �' i I (� 1 I !�F Gib. oPEN riw►1Gi -rc) • *� / / }�, t �' I I t \� w Tor Z1,8 �D t�,S 9h� l • I � Y INV' 1 aLS I� 1�.0 I [�,Isr � � i / � �• � yf►� OUT 1•�>kilat Asa') I1 u'-a �, � I �51+'x.at. p r� 2 `tiJ k 8'llI 1i171 TO w1114 11 �pL� gL� �� o=Io - `3T 11 �' S f' vr1 �, I 1 Ail N S IGG FiYCIZ "I� {', ` +o INN i�L,i 'jSLIr 2 IF J I Y R Ii �r7 -, v'I�� .. ,I ,�, r t /, (I o .0 \ _ 44t 'T(PE Glgi ToP � � `� �� ` - ^-_ . _ - ---_- ,�,�_ __.-- � � tJ� •iot.lt� Cv� c��C�•'..W 1t.�=1, 11'^� t•t•53------- _. L _ - -.� Jk - - - -- - - , Z 11 89 • Imo' 3�r E i �} \ 1 as Z' -yc — s T ' '-' _4 -- _ �' 1 E _ W ► L►� _ - — �I - I -- - top U. I DP,;�PBP �. , +�'' µGrJ o I �►Al�a,cPpQoe 1 -) �Z �� I • I C 0 0�' t�►'afl Tip • 1347. ISO CAI, GI ,l�l I s1 vE 9EE Z�r��� A " I — P G I'I G 1� T l.iS ►"1 E y I _ r O �> STI Ppl7 N11�7�I1olJ Iti1G - - CoNnELTlON ' L -IG7 s►7 44 —�T(ZKT. y,f/ P �:,IITT li. iVi L_ ( -- J ►'i ►"`' ` I I Go P��T� g�ouG`a2 G W41, li ; ��,......• �.� TO CPH T 4l`4- P2, o Z 4 4 I u�r t�. H . •. Go"Ift A4•alc SIW KIL lyr I ► h , �,, SUH W"�. ' �_- �R T . 4 4 .••.»...,,� • vi*eI► v S�rvb L oGa�lorl- {. atrwalN� i 1 QJ�• of WA�y . ti • I F S'nJ0 Ctxh I -a oT Ex� ST �,� �, s, • �, , U IJ is I R-R�1 bNT I p1J. S s'i� Pal r �� .:�"T �v PG�o Klouo+- P�,441► 4) ' tµ 15 j O 11 h1 r� O 1� 1��►�' j�o µ 'r I A- co / Cv r'I G •� y _ r f C�' N IQ,p�C,cprQ M l E-- --j • : l� ��+ crry OF REM-mN 1 v %• ,' s •` sS E`� � y I� !•�(� K t d�WE� M v N �" 4'� M �U�� cG0 121� fjl%Whl (o�=�•OE c GO / S- WO P� h 05 Ll I T /Zd F-0 �oana+ e 4t1a l-t?I Nlj E,1 Aww C/ C r }�� SCALE: M ��� APPROVED BY DRAWN BY S�r/I REVISED / �f�r•-�j� DATE: jAQ mI T ���7.��+����� P1 jl. L r'.�1 P li I -f �' ' 1 I�/ oK_ DRAWING NUMBER hUm i Uru-IrY Rc_.,Iart,) TQal�a�>�a-rlvJ�-1 M1CttU�ll1� / 0 NN­- ? - 0 U Q V) 6 Z �18 } C T. N N L, Nz N I CL z W W C� Q� C ~ LLJ w oc 01� � cc W O W 3 0 U) v�► a.. oc �t E-- z oc CA L wo Z � d ++ 00 o�.- � Q fl. rrZ�,� � 4. a \ 0 E z> 0 O Q ti m � U 0 O la- z Cl'- a -, a rn Q cl7 p NO TE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED NA TELEVIDF_O. BECAUSE THE LOW POINTS IN THE EXISTING MAIN ONE WERE UNDER WATER, SOME ACTT VE SIDE SEWERS MAY N J T BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE 2" POLYETHYLENE WATER LINE TO ENSURE MINIMUM DISRUPTION OF WATER SERVICE TO THE CUSTOMERS. THE EXISTING WATER SERVICE IS OLD AND MAY BE DAMAGED DURING CONSTRUCTION. THE WATER SERVICE LINE AND INSTALLATION SHALL MEET ALL REQUIREMENTS AS ADOPTED BY THE CITY OF RENTON. THE CITY'S PROJECT MANAGER HILL AOUIRE ANY PLUMBING PERMITS REQUIRED BY THE CITY. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF THE WATER LINE AND SUPPL Y THE CITY WI TH ANY INFORMA 71ON REQUIRED FOR PERMITTING. ....................... m z 0 W 25 .................................... 20 ................................. . 0 20 40 1" = 20' MH A25 STA.20+27, 2.5 LT NEW 54 - MH . 25.41 " F-19.82 RECONNECT EXTS77,NG SEWER FROM SOUTH ......................................................................... INN 8 PVC S 19.80. BUT 19.8 201.2 LF OF 8'PVC SS O 1.02x NEW 54 MH _?4!�IN6 STA.22i-.45. 3,9 LT STA. 24+89, 2.5 LT 25.83 RIM - 26"00 8"S IE - 19.20 " 21.94 8*N IE - 22.60 CORE DRILL EXISTING MH o"` & _ 21.88 I3"S IE - 22.60 AND CONNECT NEW 8" BOT 21.9 SANITARY SEWER TO MH ................22624?9 WITH KOR-N-SEAL BOOT 240.8 LF OF 8"PVC SS 0 0.487E AS —BUILT INFORMATION PROVIDED BY RLE & ASSOCIATES mm = f.DAW IeW IE - M97 1Z'E IE - 18,20 8*SIE-I8.18 25 ` ..................................:..... 20 .......................... I............. 0 z wwp -.2?- azjz /, 3 ; 7- a t 6A-Q qzr,#XNFD DEC 10 t1F � a� ii��k{Tj C'i i��1i 1fi MIA 4* r {. po OD �!} N w 4. n Iv '_ a m Sri r '(A 0 � iY � Cu 0 is ri W w. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NOTE: 1. CONTRACTOR TO RELOCATE EXISTING UTILITIES IN AREAS OF PROPOSED DRIVEWAYS AS NECESSARY TO ACCOMMODATE PROPOSED IMPROVEMENTS. ALL COSTS ASSOCIATED WITH UTILITY RELOCATION SHALL BE INCLUDED AS PART OF THIS CONTRACT. 2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE W/ CITY OF RENTON REQUIREMENTS PRIOR TO WORK IN CITY RIGHT—OF—WAY. 1 ., _....,_ _..... _.•,.-..., l ! tyam$ d : !9Y ' I 4 •1cY ,. � c.= t fr �_. , SEE SHEET C 3 -� -, w ' I __ _w _.. _ __. _ .— . _ —. _ _ ,_ i`'--- SE —6 t -° �iI i i FOR CONTINUATION _._ , E SHEET C S � 3 a ( FOR CONTINUATION ,..� ,._.. , u T MATCH EXISTI.. .n. _., ._._._.._..,. _ ,. ,-_.... .... .... .,._._....-__ ...__. _.....__ . ... _. ._ .-._._... .. .. r �` • � CURBING , 8 SAN. SEWER , = IRE �10 EXISTING' E _ HYDRANT ..... .. •,-:.. ..... _ ... .:_ � �.z�'a.•,ax�bhvu�.:. .�. r.,.�du�."a. .td.-A:,«��..xL.x.+uo).+et�ts. -rta. r�,1,<s�,��€s�ax�ea , ,.; ..,. y".«za.w..?�.�..SEYENTK •....JFk',.rda�#.I,�s+Rd;"Zkt �hAi - �` � 0 LF 24 SD 01 0% 1 _,..._-,.._............_......_ 7 _.._.....,....,_-_.._., . ' . ' . ' f ,:y,. r ...;, s ' ' i.ya.`z>..'.'S r_%_:;_ xe._•+',.sd::".. o;r;xa':§eL-a:g:'a: .r 4 r I bias , & JOIN Ek?W. 3 r —440— R d +� /i!) i! r!1 : .ri ! c5 a) r a 1 rr1 c., w CONTRACTOR TO SAWCUT, MATCH h;; EXISTING FIRE �; CONNECT TO & JOIN EX, PVMT. -��1 rY`�'`�/ COORDINATE cy)_ r, CONSTRUCT NEW 120 MH 13 -.�.. HYDRANT y _a AAND CURBING s �d . y EXIST. STUB. "` CONNECTIONIN ` EXISTING FIRE_ .<,) C-13 :.. k.. r +„ OF GAS WITH HYDRANT INSTALL ADDITIONAL CATCH CONTRACTOR TO STA. 20+00 �3 u� GAS COMPANY. PATCH PVMT. IN CONTRACTOR TO ''1''' EX. SS MH #4 BASIN AT EDGE OF PROPOSED =T,-' -" PATCH PVMT. IN SAWCUT, MATCH DRIVEWAY APRON &CONNECT ACCORDANCE ACCORDANCE TO EXISTING CB WITH 8" SD WITH CITY OF & JOIN EX. PVMT. RENTON STDS. WITH CITY OF PIPE. INSTALL SOLID COVER RENTON STDS. OVER EX. CB CONTRACTOR SHALL CONTRACTOR SHALL COORDINATE WITH COORDINATE WITH CITY PRIOR TO CITY PRIOR TO CONSTRUCTION. CONSTRUCTION. twGINUM-ASIM CiRTIHCAMN THIS PLAN HAS BEEN REVIEWED FOR CONFoew"CE WITH THE DF4WGN INUNT, THIS PLAN, AS MODIRED HEREIN, REPRESLNTS THE AS -BUILT• CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED WON OUR VISUAL OSMRVATION, CONTRACTOR INSTALLATION NOTES AND FIELD M ASURE'ENT B ` THE CO.06,0ng, THIS DOC''ENT DOES NOT RENES:r•:f A C .'aLFF) FIELD SURVEY. THE ENGINEER HIREHY CFRTIFIES Tij, BAYED UPON THE'ETHODO :Y DESCk,tlED A&—,.", CONSTRUCT nN SHOy . IS CONSItTENT w13H TNF OE51r N INTENT EIICtPT AS NOIED, AND ALCURPTEIY REPRISENIS THE AS -BUILT CONDITION. WASHINGTON LAND DESIGN CERTIFICAIVION• BY. ��D.!�..,.ls�, PE DATE. CHECKED FOR COMPLIANCE TO CITY STf, APPROVED by � k 4 R-??3 GRAPHICS LE ( IN FEET ) 1 inch = 40 ft. ,..._._.__._._-_.___.... _._. I PIPE SCHEDULE ( STRUCTURE SCHEDULE PIPE # DIAMETER LENGTH (FT.) SLOPE (FT./FT.) STR # TYPE RIM IE (OUT) j J _. 11 18" 207 .0030 11 I 24.0 18.80 12 18" 113 .0030 0 1L 24.9 18.2 13 18" 167 .0035 0 II 26.2 17.9 Y 14 12" 92 .0109 ® I 24.5 19.6 15 12 47 .0085 II 24.5 18.0 16 12" 57 .0140 © II 24.4 18.2 17 8" 180 .0050 17 25.4 17.4 18 18" 65 .0040 ® TRUCKWELL DRAIN 23.33 23.33 19 12" 56 .0107 19 I 24.2 20.2 20 12" 137 .0099 I 24.4 19.6 22 18" 18 21 EX. TYPE II MH 24.73 18.1 23 12" 63 .0111 24.2 is, 8 24 12 185 .0100 ® SWALE OUTLET ---- 25 12" 118 .0136 II 25.0 14.9 26 12" 24 .0125 I 24.0 20.7 27 18" 30 .0100 0 TI 25.7 20.1 28 12" 115 .0036 ® SWALE INLET ---- 16.8 29 12" 128 .0100 II 26.6 17.1 30 12" 80 .0613 ® I 26.9 22.9 31 12" 120 .0025 11 26.2 16.8 32 12" 122 .0033 0 I 25.7 17.5 33 12" 120 .0025 0�3 TL (54") 26.5 18.1 34 12" 120 .0050 ® II 25.7 17,8 3 12" 114 0076 n5 H i 26.4 18.2 36 12" 26 .0038 © 11 26.4 18.5 37 12" 172 .0029 H 26.4 19,1 38 48" 200 -0010 ® IL 25.2 19.4 39 12" 190 .0050 11 25.2 19.5 40 12" 132 .0062 40 EX. TYPE I CB 22.08 20.0 41 12" 113 .0062 41 II 26.5 19.8 42 12" 125 .0062 42 II 26.6 20.5 45 12" 79 .0050 43 44 I II 26.2 27.2 21.3 18.3 46 12" 73 .0050 47 12" 45 I 24.5 21.2 49 8" �a 46 I 24.5 20.8 50 6" 24.6 20.5 ® I 24.7 21.4 g A 24.2 20.0 * "DOGHOUSE" MH CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 7wo -4o -Ess.?46 I I I 1 i�b TE"; 22.08 SG MH 1 I I I I I 1 I I 1 I I 1 J� . MATCH LINE - - - SEE SHEET C-4 n CHECKED FAR COMPLIANCE TO CITY `~�1'''DARDS Date EX. CONC. bUILDING as tE2�4(1; ' �A / MATCH 1 EXISTING CB T£ 1.7.71 1E 24.302"s) ca NOTES: 1. SEE TITLE SHEET FOR LEGEND. 2. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB (WHERE APPLICABLE). 3. BENCHMARK DESCRIPTION SHOWN ON SHEET CS-1 4. ALL STORM DRAINAGE PIPE INLETS AND OUTFALLS SHALL INCLUDE EROSION CONTROL AND TRASH RACKS 7 C-13 5. REFER TO THE FOLLOWING SCHEDULE FOR DETAILS. -- TYPE I CATCH BASIN DETAIL 2 C-12 t!Ne1KAfu.Rr CIRTIitcAf1AN -- TYPE II CATCH BASIN DETAIL 3 /F*S PLAN HAS BEEN REVIEWED FOR CONFORMANCE Will, C-12 THE DESIGN INTENT. THIS PLAN, AS IMOOIFRO HEREIN, RfP1EfIt-a 1HE-AS.SUILT• CONDFTIONS OF THE WW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD k*ASUREIIAENT BY THE C_ONTWICTOR, THK DOCUII*NT DOES NOT REPRESENT A DETAILED FIEID SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE h*THODCX 3Y DESCRIBED ABOVE, CONSTRUCTION SHCyt� A IS CONSISTENT WITH THE DESIGN INTENI EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE AS -BUILT CONDITION. WASHINGTON LAND DESIGN CERTIFICATION. -- TRENCH BACKFILL C-13 -- STANDARD CLEANOUT C-14 4 -- STANDARD MANHOLEC-14 6. CONTRACTOR SHALL REFER 10 ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. ,0 7. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED, UNLESS OTHERWISE SPECIFIED ON L/;NDSCAPE PLANS. 8. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 9. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS. SEE EROSION/SEDIMENT CONTROL PLAN AND 10. FOR FOOTING INFORMATION A,'@ LOCATION REFER 11 TO STRUCTURAL PLANS. FOR FOOTING DRAIN SCHEMATIC DETAIL SEE C-13 Washington Land Design Planning & Engineering 10700 Meridian Avenue N-, Suite 503 Seattle, WA 98133 (206) 365-9510 SAX: (206) 365-0225 ,!�/VGIIVEF!R3 4S-B0/LT U)o io 29/9( CITY OF RENTON, 2nd COMMEN T SUB. WLD 2 29 96 CITY OF RENTON RESUBMITTAL WLD 2 15 96 Na I REVISION By mm DATE GRAPHIC SCALE o 20 ( IN FEET ) 1 inch = 40 1t. �ti J . T pI ti$'_ i Rasa. �SI C-3 A 28(i�,, `pop ��CI 4 �`QSIOL z i9 9 EXPIRES 5/13/41 SHEET N0. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS QC I.E I.E 160 GRADING AND DRAINAGE PLAN oESICN� DMS OAT; 1 /17/96 FU NAIVE- p�,El DJC CMEOCM. D J T APPROVED: SHEET: OR m 1N