The URL can be used to link to this page

Home My WebLink AboutS-397304V` M 1 WATER GENERAL NOTES 1 1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE Q STANDARD SPEC/F/CA AONS AND THE STANDARD DETAILS OF THE CITY OF RENTON. Uj UTILITY LOCATES : 2) THE APPROXIMATE LOCATONS OF EX/SANG U77LI77ES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICAAON OF UALITY LOCATONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/AONAL UAL/AES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED,BY APPROPRIATE UALITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UALIT/ES PR/OR TO BEGINNING CONSTRUCAON. 4) FOR UALITY LOCATES /N K/NG COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERMITS : 5) THE DEVELOPER /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY PERMIT, WHICH THE CITY OF RENTON OBTAINS. 6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE W/TH THE REQUIREMENTS OF THE PERM/TT/NG AGENCY. PRE -CON : 7) A PRE-CONSIRUCAON CONFERENCE SHALL BE HELD AT THE CITY OF RENTON PR/OR TO THE START OF CONSTRUCAON. DISTRICT STAFF W/LL NOAFY THE APPROPRIATE AGENCIES OR REPRESENTA77VES. SURVEYING 8) PR/OR TO CONSIRUCANG ANY WATER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF CUL-DE--SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STA HONING INTERVAL WILL BE 50 FEET WITH THE STA AON NUMBER ON EACH STAKE. SEWER GENERAL NOTES 1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE STANDARD SPEC/F/CAPONS,, STANDARD DETAILS OF THE CITY OF RENTON. UALITY LOCATES : 2) THE APPROX/MATE LOCATONS OF EXIS77NG UAL/T/ES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VfR/F/CAT/ON OF UTILITY LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/AONAL UAL/AES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UALITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UALIAES PR/OR TO BEGINNING CONSTRUCAON. 4) FOR UALITY LOCATES /N KING COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERMITS : 5) THE DEW LOPS? /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY PERM/T, WH/CH THE CITY OF RENTON OBTAINS 6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE WITH THE REQUIREMENTS OF THE PERM/TANG AGENCY. PRE -CON : 7) A PRE-CONSTRUCAON CONFERENCE SHALL BE HELD AT NORTHSHORE UALITY DISTRICT'S OFFICE PR/OR TO THE START OF CONSTRUCAON. DISTRICT STAFF WILL NOAFY THE APPROPR/ATF AGENCIES OR REPRESENTA AVES. SURVEYING : 8) PR/OR TO CONSIRUCANG ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEW _LOPMENT, CENTER OF CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STA HONING INTERVAL SHALL BE 50 FEET WITH THE STA AON NUMBER ON EACH STAKE. 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83/'91. VERACAL CONTROL SHALL BE 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83I91. VERACAL CONTROL SHALL BE NA VD-88 DATUM. NA VD-88 DATUM. 10) AT THE CONCLUSION OF CONSTRUCAON, THE DEVELOPERS REGISTERED PROFESSIONAL SURVEYOR SHALL 10) AT THE CONCLUSION OF CONSTRUCT/ON, DISTRICT STAFF WILL LOCATE THE WATER MAINS WTTN SPRAY PAINT. PREPARE A DRAWING BASED ON THE SURVEYED LOCAAON OF ALL AT -GRADE APPURTENANCES INSTALLED, THE DEVELOPERS' REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED INCLUDING BUT NOT LIMITED TO,, LOCAAON OF EX/SANG MANHOLES INCLUDING RIM & ALL /NWRT LOCAAON OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN, METER BOXES, ELEVAAONS AND NEW MANHOLE LOCATONS INCLUDING RIM & ALL INVERT ELEVAAONS. THE DRAWING BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO ASSIST THE SHALL BE PRO14DED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDIAON, ALL SEWER SURVEYOR /N LOCA77NG THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS. THE DRAWING EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR /NTFRSECAON WITH PROPERTY LINES AND AT 25 SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADD/AON, ALL WATER FOOT STA AONS ALONG THE EASEMENT LINES. EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INIERSECAON WITH PROPERTY LINES AND AT 25- FOOT STATIONS ALONG THE EASEMENT LINES. CONSIRUCAON 11) THE SEWER MAIN SHALL BE PLACED FNE (5) FEET SOUTH OR WEST FROM THE CENTFRL/NE OF ROADWAY, CONSTRUCAON : UNLESS OTHERWISE SHOWN ON THE PLAN. r ^ 11) THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN. `� , 12) A M/N/MUM 1FN (10) FOOT HORIZONTAL SEPARAAON MUST BE MAINTAINED BETWEEN THE SANITARY LV 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARAAON MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE SEWER L/NE AND THE WATER MAIN. AND THE WATER MAIN. 13) AFTER TRENCH BACKF/LL AND COMPACAON, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR O 13) A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILIAES AND DEFLECAON AS SPECIFIED /N SECAON 7-17.3(2)0 OF THE WASHINGTON STATE DEPARTMENT OF UNDERGROUND POWER AND TELEPHONE FAC/LIAES, UNLESS OTHERWISE APPROVED BY THE DISTR/CT. 1RANSPORTA77ONS STANDARD SPECIFICAAONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCAON. TFST OBSERVA AON AND /NSPECAON BY NOR THSHORE UALITY D/STR/CT. 14) D/S1R/CT VA VES SHALL ONL Y BE OPERA 1ED BY D/STR/CT PERSONNEL. Z 14) WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN MATERIALS : ELEVAAON THAT THE TOP OF THE SEWER LINE /S AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM 15) ALL WATER MAIN PIPING SHALL BE DUCALE--IRON MIN/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND OF THE WATER MAIN. TYTON JOINT. ALL WATER MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151. 15) ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FlI/E-TENTHS (0.50) FOOT O 16) ALL WA TER MAIN FITANGS SHALL BE CEMENT -MORTAR LINED AND MEET THE MAX/MUM DROP BETWEEN INVERT /N AND INVERT OUT. REQUIREMENTS OF AWWA C-153. 16) MANHOLES /N THE PUBLIC RIGHT-OF-WAY SHALL BE A MIN/MUM OF EIGHT (8) FEET IN DEPTH OR PER 17) POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C-105. ANY TEARS OR OPENINGS MADE FOR APPROVED PLANS. 1 � . SERVICES OR TAPS SHALL BE REPAIRED WITH AN ADHESIVE TAPE. �1 17) MANHOLES NOT /N PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE 18) ALL WATER MAIN PIPES AND SERVICES SHALL BE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONANUOUS, LOCKING TYPE PER THE STANDARD DETAILS. SOLID -CORE, NEOPRENE COATED LOCA ANG W/RE. ANY CONNEC77ONS OR SPLICES SHALL BE MADE WITH SPLIT -BOLT W/RE CONNECTORS. 18) FOR PIPE SLOPES GREATER 11/AN 207, RESTRAINED -JOINT DUCALE IRON PIPE SHALL Q PLACEMENT: BE USED FOR EVERY JOINT. 19) FIRE HYDRANT LOCATONS TO BE APPROVED BY THE FIRE MARSHAL OF ✓UR/SD/CAON. 19) SIDE SEWER STUBS SHALL HAVE A MIN/MUM OF TWO (2) PERCENT SLOPE AND t, , W 20) WA 1RR SERVICE W O AND METER LOCH AONS WILL BE COORDINATED W/TH THE DEVELOPERS MAX/MUM OF FORTY-FIVE (45) DEGREE SLOPE. STUBS SHALL BE 6" MIN/MUM DIAMETER. FOR ALL STUBS ENGINEER AFTER A LESS THAN EIGHT (8) FEET /N DEPTH : INSTALL A THREE (3) INCH W/DE GREEN METALLIC DETECTOR TAPE w THOROUGH REVIEW OF ALL UAL/TY FAC/L/AES. 12" ABOVE THE PIPE, THE ENARE LENGTH OF THE STUB CONANUING UP THE 2X4 SIDE SEWER MARKER 20-1 THE METER LOCATION SHALL BE W/1H/N THREE (3) FEET OF THE PROPERTY LINE THAT /S POST. IDENAFICAAON ON THE TAPE SHALL INCLUDE THE WORDS `SANITARY SEWER: W-397304 PERPENDICULAR TO THE RIGHT-OF-WAY AND W/TH/N ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE RIGHT-OF-WAY SIDE UNLESS OTHERWISE APPROVED /N WR/ANG BY THE DISTRICT MATERIALS 20-2 AFTFR INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PA/NTFD WHITE W/TH "WATER SERVICE" 20) SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET /N DEPTH AND LESS THAN 209 SLOPE SHALL BE STENCILED ONTO IT W/LL BE DRIVEN INTO THE GROUND BEHIND THE METER BOX. PVC CONFORMING TO ASTM D-3034, SDR-35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTURED PEA GRAVEL FROM 4 " UNDER TO 6" OVER THE P/PE. SAN/TARP SEWER PIPE EIGHTEEN S-397304 (18) FEET DEEP AND GREATER, OR ON A SLOPE OF 209 OR MORE, SHALL BE DUCALE--IRON M/N/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCALE--IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. CONSTRUCTION 21) HIGH-DENSITYPOLYETHYLENE (HOPE) SHALL BE SDR-11 M/N/MUM. RECORD DRAWING 0 W SIDE$0 WA • of sy•.. a CIVIL ENGINEERING C •y y�;Z9 coff LANDSCAPE ARCHITECTURE PLANNING A�,•..p 41846 p,.•� DESIGN SURVEYING G1 STERF;•�. Z �SS/0NAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 j Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS z 0 QN SURVEYED: SCALE: DATE. Q DAP HOR ONTAC`L r D 1983/1991 SEPT. 2017 4) DESIGNED:WG CITY OF SANITARY SEWER AND WATER NOTES FlELDBOOK: � DRAWN: SES RENTON PAGE: ONE INCH DATUM ' DRAWING N0: QN CHECKED: YAM AT FULL SCALE Planning/Building/Public Works Dept. C5. 32 IF NOT ONE INCH CORE JOB NO. 16114 T NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET: 14 OF: 22 N �O 0 0 0 Qt CL geI �j 0 X