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HomeMy WebLinkAboutSWP2702709.20 m 0 ch x I` rn N I o o I Y Z g p Z w � G. a I r to cn I— z w 12 LLI o ww wo 1z w Cn C z ~� O z� ry � w a r w =Q C/) D:f LJ LJ 1--- 0 C) ry O U � V) L_ ao v v o� lrrlTT'' C O r'-1 � • 0 3Q w w °- �c: �v c E (v m o^ a� D Z z f- 4� C C) Q �z O I � j Vi w z IW Q I SEE SHEET 2 FOR DETAILED IMPROVEMENTS/UTILITIES UTILITIES FOR TH S AREA � I V) I L,.1 I I O I I I BASELINE (CENTERLINE) STA 13+25 f O -- .......... 1D 00 � '11+00 12+00 13+00 14+00 -I-- I f— P*. r A I r_% 15+00 -I -I -I-- STA 13+25 f - - - CENTERLINE =J — RIGHT-OF-WAY LINE o Jzz z O w POWER 11 o�ow r Z � r w < V , .................................. T ................................ TELEPHONE Q U FIBEROPTIC LI ................ --- ••. SIGNAL INDUCTION LOOP AND/OR STREET LIGHTING CONDUIT SANITARY SEWER SD STORM DRAIN c�c p G (n (Y O (Y Y W Z 3 Y W O ......:.. WATER r..... GAS Q DITCH LINES/FLOW SANITARY MANHOLi- uj c O STORM DRAIN MANI-OLE m ,�M4 RIPRAP ❑ CATCH BASIN WATER VALVE POWER/UTILITY POLE --� GUY ANCHOR TRAFFIC SIGNAL PCL E Z 0 23.38 GROUND ELEVATIOPI (n DI DUCTILE IRON RCP REINFORCED CONCI'ETE PIPE STA 16+50f O -STA 16+70f O3 LV Lf 12VI :U CONNECT TO EXIST CB STA 21 +45 t (�) 22+00 23+00 -1 -I -I -I -I STA 21+40f O2 24+00 25+00 26+00 1 27 DRAWING INDEX [:,ESCRIPTION SHEET 1 '':OVER SHEET NOTES, LEGEND, SITE MAP, DRAWING INDEX SHEET 2 13LANS, PROFILES AND DETAILS EXPIRES: 12-04-98 RECOMMENDED FOR APPROVAL BY fc, &t*f /v-iy-97 BY ' �o-►4�t� BY- S.W. 43RD STREET DRAINAGE IMPROVEMENTS C1�VER SHEET: NOTES, LEGEND, SITE MAP, DRAWING INDEX I I I V Iw z w Q 0 z_ I J i J STA 2 7+05 29+00 30+00 31+00 32+00 -I GENERAL NOTES: Iply0 ill SHEET 1 OF 2 1. VERTICAL DATUM: N.A.V.D. 1988. 2. EXISTING FEATURES SHOWN WERE DEVELOPED FROM RECORD DRAWINGS AND WERE SUPPLEMENTED IN THE IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES. SEE SECTION 1-07.17 OF THE RENTON STANDARD SPECIFICATIONS, UTILITIES AND SIMILAR FACILITIES. 3. SEE SPECIFICATIONS FOR TRAFFIC CONTROL REQUIREMENTS. 4, CONTRACTOR SHALL NOTIFY THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-425-5555) AT LEAST TWO WORKING DAYS PRIOR TO PERFORMING ANY EXCAVATION. AS DIRECTED BY THE ENGINEER, CATCH BASIN LOCATIONS MAY NEED TO BE SHIFTED IN THE FIELD TO ACCOMMODATE UTILITY INTERFERENCES. 5. APPROXIMATE STATIONING IS PROVIDED FOR REFERENCING CATCH BASIN GRATE IMPROVEMENTS AND CATCH BASIN REPLACEMENTS. STATION 10+00 BEGINS AT MANHOLE NO. 1. CONSTRUCTION NOTES: Ol REPLACE EXISTING CATCH BASIN FRAME AND GRATE WITH NEW OPEN CURB FACE FRAME AND GRATE INSTALLATION. SEE DETAIL 2, SHEET 2 AND CITY OF RENTON STANDARD PLANS B017 AND 8018. O2 REPLACE EXISTING TYPE I CATCH BASIN WITH NEW CATCH BASIN TYPE I WITH NEW OPEN CURB FACE FRAME AND GRATE INSTALLATION. CONNECT TO EXISTING PIPES. O3 INSTALL NEW TYPE I CATCH BASIN WITH OPEN FACE FRAME AND GRATE INSTALLATION. CONNECT O EXISTING CB WITH 12" DUCTILE IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING STORM DRAIN AND PROVIDE 1 % MINIMUM SLOPE TO DRAIN. � � Swp-27-27oS► SCANNF0 N&I - � 19%