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HomeMy WebLinkAboutSWP2702959.18(,". N CL Z Cn 0 Ld W z r m ABBREVIATIONS ABBREVIATIONS SYMBOL LEGEND INDEX ABND ABANDONED) EXISTING PROPOSED DESCRIPTION SHEET NO. DESCRIPTION AC ASBESTOS CEMENT PIPE READ REQUIRED ADJ ADJUST R(W RIGHT-OF-WAY 1 COVER, VICINITY & LOCATION MAPS ALT ALTERNATE S SLOPE ❑ FERNCO COUPLING ALUM ALUMINUM S SOUTH 2 SYMBOL LEGEND, ABBREVIATIONS, INDEX AKMI AMERICAN NATIONAL STANDARDS INSTITUTE SCH SCHEDULE AND GENERAL CONSTRUCTION NOTES ASPH ASPHALT SF SQUARE FEET POLE WITH GUY WIRE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS SHT SHEET 3 SURVEY CONTROL TABLE AND MAP ASSY ASSEMBLY SPECS SPECIFICATIONS -o- POWER / TELEPHONE / GUY POLE 4-12 STORM DRAINAGE IMPROVEMENT PLAN & PROFILE AVE AVENUE SQ SQUARE BF BLIND FLANGE SSCO SANITARY SEWER CLEANOUT 13-14 LATERAL STORM DRAINAGE IMPROVEMENT PROFILES BLDG BUILDING SSMH SANITARY SEWER MANHOLE LUMINAIRE BILK BLOCK STA STATION X( YARD LIGHT CBO TR CENTER TC TOP OF CURB 15 SANITARY SEWER PLAN AND PROFILE BLOW OFF STD STANDARD 16 DETAILS OF CATCH BASINS WITH ENCASED SANITARY SEWER CT ® JUNCTION BOX AS NOTED CAP CORRUGATED ALUMINUM PIPE TEL TELEPHONE ( ) 17-20 STREET RESTORATION PLAN CB CATCH BASIN TESC TEMPORARY EROSION & SEDIMENT CONTROL CI CAST IRON THIRD THREADED GATE VALVE 21 S.W. 7TH STREET CHANNELIZATION C� CENTER LINE THRU THROUGH D� BUTTERFLY VALVE CL.R CLEARANCE T.O.S. TOP OF SLAB 22-23 TYPICAL STREET CROSS SECTIONS CMP CORRUGATED METAL PIPE TYP TYPICAL CO CLEANOUT UNK UNKNOWN ® WATER METER 24 TYPICAL STREET CROSS SECTIONS & STORM DRAINAGE TRENCH SECTIONS CONC CONCRETE VERT VERTICAL FIRE HYDRANT 25 STORM DRAINAGE VAULT DETAILS C CONDUIT W WEST CONN CONNECTION W/ WITH o REDUCER 26 DETAILS - TEMPORARY SEDIMENT AND EROSION CONTROL, AND CONTR CONTRACTOR W/O WITHOUT MISCELLANEOUS DETAILS CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE WTR WATER J THRUST BLOCK CYLG COUPLING OU C IYARD SYMBOL LEGEND 27 TRAFFIC SIGNAL LOOP SCHEMATIC DRAWINGS CONT CONTINUED TRANSITION COUPLING OR CL CLASS EXISTING PROPOSED DESCRIPTION FLANGE COUPLING ADAPTER CF CUBIC FEET GENERAL CONSTRUCTION NOTES CFS CUBIC FEET PER SECOND > > CAP/PLUG DC DEGREE OF CURVATURE CURB & GUTTER q BLOW -OFF 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE DI DUCTILE IRON NOTED ON THE PLANS DOT DIAMETER OF TRANSPORTATION ASPHALT PAVEMENT © WELL 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS �r ... .�� ... DIM DIMENSION DWGS DRAWINGS) ,:^.,,.m.�;, GRAVEL SURFACING 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND D DRAIN o MAIL BOX (NOTED) TO CLEAR EXISTING UTILITIES EOA EDGE OF ASPHALT ' .� CONCRETE SURFACING r SIGN 4. ALL PROPOSED CONNECTIONS OF 24" DIAMETER OR LARGER STORM PIPE INTO EA EACH PROPOSED CATCH BASINS A - " SHALL BE FITTED WITH AN A LOK FLEXIBLE EL ELEVATION B EL ELBOW 117� ��� CONCRETE SIDEWALK CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. ELEC ELECTRICAL EMBANKMENT TT EST ESTIMATED 5. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF EXIST EXISTING — — — — RIGHT-OF-WAY LINE STRUCTURE. PAYMENT FOR 60" AND 36" PIPE WILL BE BASED ON ACTUAL F FORCE MAIN FIG FIGURE CENTERLINE OF ROADWAY N TED LENGTHS OF PIPE INSTALLED FROM FACE OF INSIDE WALL TO FACE OF INSIDE FIN FINISHED TREE (CONIFER) WALL OF EACH STRUCTURE. FL FLANGE FT FEET - - PROPERTY LINE 6. CONSTRUCTION WORK HOURS BETWEEN LIND AVENUE S.W. (STA. 1 +13) AND STA. FO FIBER OPTIC ED 7+25 SHALL BE FROM 7:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS FOC FACE OF CURB PERMANENT EASEMENT LINE TREE (DECIDUOUS) GA GAUGE BETWEEN STA. 7+25 AND EAST OF RAINIER AVE. S. (STA. 21 +00) SHALL BE GALV GALVANIZED — — — — TEMPORARY EASEMENT LINE FROM 9:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS BETWEEN STA. 21 +00 GI GALVANIZED IRON SHRUBS AND MORRIS AVE. S. (STA. 32+00) SHALL BE FROM 7:00 AM TO 3:30 PM. GV GATE VALVE - - -10 - - - CONTOUR LINE HDPE HIGH DENSITY POLYETHYLENE PIPE CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ID INSIDE DIAMETER TV BURIED CABLE T ROADWAY BY 6:30 AM FOR NIGHT OPERATIONS AND 3:30 FOR DAY OPERATIONS. IE INVERT ELEVATION BURIED FIBER OPTIC V INCH INVERT FO BUILDINGS 7. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF IN L LENGTH P BURIED POWER VEHICLE WHEEL PATH WHERE FEASIBLE. LB POUND T BURIED TELEPHONE ROCK WALL 8. THE CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT LF LINEAR FEET MAYBE DAMAGED DURING INSTALLATION OF STORM PIPE. IF WATER SERVICE LINES MAX MAXIMUM W W WATER MAIN (SIZE AS NOTED) ELEVATION POINT MFR MANUFACTURER REQUIRE REMOVAL TO FACILITATE STORM PIPE INSTALLATION, THE CONTRACTOR MH MANHOLE GAS MAIN SHALL COORDINATE WITH CITY MAINTENANCE CREW. THE FOLLOWING PROCEDURES MIN MINIMUM G P� BORING AND TEST PIT LOCATIONS SHALL BE FOLLOWED: MJ MECHANICAL JOINT I IRRIGATION LINE 1) CONTRACTOR SHALL EXPOSE WATER SERVICE LINE. MISC MISCELLANEOUS N NORTH S SANITARY SEWER MONUMENT 2) CITY MAINTENANCE CREW SHALL SHUT OFF WATER AND TEMPORARILY NO NUMBER CUT AND CAP SERVICE LINE. NTS OC NOT T O SCALE SD SD TERSTORM DRAIN (DIA. < 18") ANGLE POINT / CONTROL POINT 3) CONTRACTOR SHALL INSTALL STORM PIPE AT WATER SERVICE CROSSINGS. ON OD OUTSIDE DIAMETER 4) WHEN CONTRACTOR IS A SUFFICIENT DISTANCE BEYOND WATER SERVICE PI POINT OF INTERSECTION SD SD BENCH MARK PP POWER POLE STORM DRAIN (DIA. >= 18) LINE, THE CITY MAINTENANCE CREW SHALL INSTALL A TEMPORARY PVI POINT OF VERTICAL INTERSECTION --- DETAIL NUMBER SPLICE. PE PLAIN END F--•- SANITARY SEWER FORCE MAIN 1 5) CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER PERF PERFORATED 1 LINE AT A LATER DATE. PVC POLYVINYL CHLORIDE .. -- DITCH REFERENCE SHEET PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT D CULVERT SIZE & TYPE AS NOTED PC POINT OF CURVATURE --� ( ) UTILITY NOTE: PT POINT OF TANGENCY --X— FENCE TYPE AS NOTED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, QTY QUANTITY C ) DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, RET RETDAI�NING - FENCE (WITH GATE) S iD 2 5 WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES RR RAILROAD AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO RED REDUCER TELEPHONE VAULT CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A REINF REINFORCE � MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH © POWER VAULT AS 1301--T' PER COMI RACT-OK's REcr','.b 4106' EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON ' R TELEPHONE MANHOLE AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS ,�,1�� ►ae rU O RECOMMENDED FOR APPROVAL OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO o SANITARY SEWER MANHOLE By$ _ Dates 3�j.,�_0f__ RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. x B' _ i -- D a t e I o CLEANOUT 0 088 ° ,' By'---------------- Dater------- sslo ST0' 0+ 0 a TYPE 1 CATCH BASIN OR CURB INLET By'------------ NAL ---- Date'-------- TYPE 2 CATCH BASIN EXPIRES: 7-12-2004 D-1 sURVEYED T scA� � HORIZONTAL- o;3/le, 916 2/20/04 fa MA CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT MUDS", '&�' IM11 REN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PAS �rrl�.p CX� �8�2`�1.H� � J.N. owINCH DATUM oRAVANc Na CONSULTING ENGINEERS c�CKM,M,y� FFULL Planning/Building/Public Works Dept. SYMBOL LEGEND, ABBREVIATIONS, INDEX 701 DEXTER AVENUE NORTH SUITE 4- NO. REVISION BY DATE APPR - �"`E " °" Y AND GENERAL CONSTRUCTION NOTES SEATTLE, WASHINGTON 98109 C206> 284-0860 s�+EEr. 2 OF- K.E. 27 295-�;/ SCANNED 0 2006