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HomeMy WebLinkAboutzD-2709Seto. 7 ® a a z 1 ao o fV W o �a Apl � rr^^ 3 V1 � 0 i 0 °o 0 i 0 o i ? Ul 4 N 08 U) z L, J LLI o o wW th wo -1 z Ld (f) z p� LLJ � z 0 I j L.L_I a Lil = Q N ­5 H- CO or- W Lil f- OU5 r7 C) ui no a° o� of E 3Q >4 z E- �a W � E� a cE v0 E c=a E �N c all om a� Q- F.g 0 Ng= o _ Z 0 it WIDAMI:1:4 I WiTAEuiWom I 3 j I � � W I w I SEE SHEET 2 FOR DETAILED IMPROVEMENT ___ FOR THIS AREA ���ES I 1 1 I i Y I I O STA 13+25 1 �1 I Q i I 1 I BASELINE (CENTERLINE) SA 16 +SOf a1 I—/ IF — — — -- — I t` oo "n ±oo ,z+oo , 14+00 ,s+oo 16+00 '17+001 16+00 I - il-- I-- 1-- 1--- I--=- 1--- F-- 1-- I-- 1-- I- -I--- 1- 1 --1 --F - - - -I 4 = - - -- - -- — 5 I ° r - -- STA 21 +45 t --- - - - - -- ______ ,9+0D 26+00 21+ . 22+00 23+00 - -24+00 — —25+00 26 +00 — — - 1-- 1-- i-- 1— �-- I-- 1-- E- I -I --I- SW 43RC- STREET ------ C\ - -' STA 13 +25 + STA 16 +701 Q cV L '2 Di JJ CONNECT TO EXIST CB LEGEND EXISTING NEW CENTERLINE RIGHT -OF -WAY HNE - -- -- - %�CHE�KED FOR COMPLIANCE POWER - Iz TELEPHONE -- FIBEROPTIC - - - -- _ — -- s -GIST' SIGNAL INDUCTION LOOP AND /OR STREET LIGHTING CONDUIT - - SANITARY SEWER -- - —SD— STORM DRAIN WATER _.. - I i I f I I I I GAS DITCH LINES /FLOW SANITARY MANHOLE Q STORM DRAIN MANHOLE RIPRAP `,, ❑ CATCH BASIN WATER VALWE POWER /UTILITY POLE -° GUY ANCHOR TRAFFIC SIGNAL PULE 23.38 GROUND ELEVATION DI DUCTILE IRON RCP REINFORCED CONCRETE PIPE 21 +401 O /—STA 27 +05 ±02 29 +DO +20 t O 5 Lk 12" DI SD COONNECT TO EXIST CB DRAWING INDEX DESCRIFTION SHEET 1 COVER SHEET NOTES, LEGEND, SITE MAP, DRAWING INDEX SHEET 2 PLANS, PROFILES AND DETAILS GENERAL NOTES: 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: <D CURB 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. 02 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 TO EXISTING CB WITH 12" DUCTILE IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN. + Z 0-4) q , T m} � 219 %�CHE�KED FOR COMPLIANCE � I � I z a �0 CITY STANDARDS i Iz DATE DATE io-l4- 97 s -GIST' igl RECOMMENDED FOR APPROVAL BY cei7 gy !o -t4"tl owe ,i -Dares BY GENERAL NOTES: 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: <D CURB 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. 02 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 TO EXISTING CB WITH 12" DUCTILE IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN. + Z 0-4) q , T m} � 219 I I I I I � I � I z a Iz J I 30+00 31+00 32 +D0 I i I f I I I I I I I i I I I GENERAL NOTES: 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: <D CURB 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. 02 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 TO EXISTING CB WITH 12" DUCTILE IRON STORM DRAIN. MATCH INVERT ELEVATIONS AT THE EXISTING STORM DRAIN AND PROVIDE 1% MINIMUM SLOPE TO DRAIN. + Z 0-4) q , T m} � 219 Q U ® 0 N w a w ' q 9 ti V1 0 i a 1n 6 0 3 _� 6� g I I mow`. �va� O i 1 f I 1.31iF �Uwv � L'..I Q ° 4. C) M►� TYP 3, 96� 377.0 22.e8 cn a a r SD STA ¢ � � I _ GO7JtJECF -.EX QwwED � Q_ w acv 5 -e RGPSD 9" ;` U In -cp W +� � _ tit f ° F_ Ld > J IN ACCORDANCE WITH 24.08 22,98 22.9= =d 0 Q CL 4! � MH 1 23.18 TYPE 3, - W g V) 96" to � 3 - p SD STA 0 +00 I Ld p - ONNECT EX (9 z 54 "RCP SD REMOVED z 2x.48 - - _ REMOVE EX MN Ld i SEE NO E 2� -B-Fr` - s L� 128 - 3fi° RCP SS WNG'' COUI�IY) - -� O ^. X PLUC EXISTING)'' w Of - -__ [ 36 "R ;P W / CDF ( - T - .� BASELINE 60" RCP -- - :. (CENTERLINE)- - - -- - - P7 iTA 10 +00 EX 3 U.G_ CONDUITS 10 - NOTE 2 cn _24. -21 24.1124:03 MH 2 2392 I'SEE TYPE 3, 12 _._ SD- -ST 56 v o CONNECT E< 54" RCP SC 2 ; s.E 0 -_.. _. -23.48 23.28 O.EO /t as _ c E E Lfr '-E �Ic 0, C 0 0 23.28 2T_18 a� 23-48 .; 24.98 R■ 20.48 - _ I L __ TE PLAN ' SCALE: 1 ° =20' o Z J� 0 3 _� 6� 1 ° g I I mow`. �va� O 1 1 f I 1.31iF �Uwv � L'..I Q ct m Nm0 4. C) �9 - -� - -- La a a r _o ¢ =ti Eb I = ~ QwwED � OR CAST IN PLACE Z G O acv v -H 9" ;` U In -cp W +� � _ tit f ° F_ n--� IN ACCORDANCE WITH SECTION �u}Lu =d L.1_Lw 4! � Q < =o m r 00 g V) wI`E to � 3 to Q • w !B REMOVED a d i 20 _ s p V ^. X - I - T - .� - ._ .... 10 - 1 ° 68 66 _F 60" S =0.00 0 F+ \FT CL V RCP �I ,U SD 0+00 - - PROFILE - - SCALE: 1" =20' HORIZ, 1 " =5' VERT EXIST GRADE A S- j3Ut� � CONtf)�b � 1 60- / I I 60" I I mow`. �va� F-c07c 1 1 f I 1.31iF �Uwv � L'..I Q i W I �' U - -� - -- La MORTAP ILL r Ld ¢ =LX� Eb I = ~ QwwED � OR CAST IN PLACE Z G O O I- + v -H 9" ;` U In -cp W +� � _ tit f ° F_ n--� IN ACCORDANCE WITH SECTION A � SCALE 1"=5' 4! � Q < =o -00 r 00 g V) � w w w to � 3 to Q • w 68 66 _F 60" S =0.00 0 F+ \FT CL V RCP �I ,U SD 0+00 - - PROFILE - - SCALE: 1" =20' HORIZ, 1 " =5' VERT EXIST GRADE A S- j3Ut� � CONtf)�b � 1 60- / I I 60" I I RCP ! I I I I I II II 1 f I 1.31iF MH 2 120" DIA MH ;V � � EX 51r RCP qX i EX 54" RCP i \ - -� - -- FLAN MORTAP ILL DETAIL 1 48" CB SCALE. 1° =5' 2 VARIES _ STANDARD PRECAST MANHOLE SECTIONS, SEE TYPICAL DETAILS DRAWING B028 j ' I ( I EX 54" RCP II it RECONNECT EXIST II II II II II I II - -� - -- EXISTING TYPE 2 MORTAP ILL I I 48" CB ALL AROUND VARIES _ KEt.AJ I f OR CAST IN PLACE O o FOUNDATION SLAB. 9" FOUNDATION PREPA- w in RATION AND BEDDING IN ACCORDANCE WITH SECTION A SPECIFICATIONS SCALE 1"=5' 2 � E E° CRUSHED SURFACING TOP COURSE IF BANK RUN GRAVEL USED SEE NOTE 3 MAXIMUM PAY WIDTH FOR BACKFILL TRENCH 'E OD ORf PIPEOD -OFF -O" MAX r 131 O MAX \f `; OD OF PIPE 2' -0" S.W. 43RD STREET DWG. N0. DRAINAGE IMPROVEMENTS SHEET PLAN, PROFILE AND DETAILS 2 OF 2 OPEN CURB FACE FRAME AND GRATE, SEE CITY OF RENTON DETAIL 8018 -� ACP SEE CIT' STD PLANS H032 A:,D H032A ,fw - TRENCH B CKFILL (CDF OR B%NK RUN GRAVEL PER SPECIFICATIONS) BEDDING MATERIAL I NOTE FOR RIGID PIPE o X = 1 FOR PIPE < 42 ", o,` 2 FOR PIPE > 42" GRAVEL BACKFILL FOR FOUNDATIONS WHEN SPECIFIED `s TYPICAL TRENCH SECTION WITHIN ROADWAY LIMITS NO SCALE EXISTING FACE OF CURB ;01 ♦ *i 1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES. SEE SECTION 1 -07.17 0" THE RENTON STANDARD SPECIFICATIONS, UTILITIES AND SIMILAR FACILITIES. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF TRAFFIC SIGNAL CONDUIT TO MAINTAIN TRAFFIC SIGNAL OPERATION AT ALL TIMES THROUGHOUT THE PROJECT. 3. MAXIMUM PAY WIDTH FOR ACP TRENCH PATCH AND BACKFILL SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN PLACE OF PIPE OD. 4 of WAS �S �4��G � err rL F,w' EXPIRES: 12 -04 -98 i I _ T 20 1 -5 IS F� 2�4ff �2 RECONNECT EXIST a 4' SIDEWALK DRAINS I EXISTING TYPE 2 - 48" CB - REPLACE EXIST FLAT VARIES _ SLAB COVER WITH NEW COVER. FIELD VERIFY OPENING TO ALIGN WITH OPEN CURB FACE FRAME OPENING. DETAIL 2 NO SCALE 1 ;01 ♦ *i 1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES. SEE SECTION 1 -07.17 0" THE RENTON STANDARD SPECIFICATIONS, UTILITIES AND SIMILAR FACILITIES. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF TRAFFIC SIGNAL CONDUIT TO MAINTAIN TRAFFIC SIGNAL OPERATION AT ALL TIMES THROUGHOUT THE PROJECT. 3. MAXIMUM PAY WIDTH FOR ACP TRENCH PATCH AND BACKFILL SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN PLACE OF PIPE OD. 4 of WAS �S �4��G � err rL F,w' EXPIRES: 12 -04 -98 i I _ T 20 1 -5 IS F� 2�4ff �2