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HomeMy WebLinkAboutW-397304V` C) 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 DONS AND THE STANDARD DETAILS OF THE CITY OF RENTON. Uj UPLITY LOCATES : 2) THE APPROXIMATE LOCATONS OF EXISPNG UPLIPES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICAPON OF UPLITY LOCATONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/PONAL UPLIPES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED,BY APPROPRIATE UPLITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UPLITIES PR/OR TO BEGINNING CONSTRUCPON. 4) FOR UPLITY 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-CONSIRUCPON CONFERENCE SHALL BE HELD AT THE CITY OF RENTON PR/OR TO THE START OF CONSTRUCPON. DISTRICT STAFF W/LL NOPFY THE APPROPRIATE AGENCIES OR REPRESENTA77VES. SURVEYING 8) PR/OR TO CONSIRUCPNG 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 PONING INTERVAL WILL BE 50 FEET WITH THE STA PON 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. UPLITY LOCATES : 2) THE APPROX/MATE LOCATONS OF EXISPNG UPL/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/PONAL UPLIPES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UPLITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UPLIPES PR/OR TO BEGINNING CONSTRUCPON. 4) FOR UPLITY 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/TPNG AGENCY. PRE -CON : 7) A PRE-CONSTRUCPON CONFERENCE SHALL BE HELD AT NORTHSHORE UPLITY DISTRICT'S OFFICE PR/OR TO THE START OF CONSTRUCPON. DISTRICT STAFF WILL NOPFY THE APPROPR/ATF AGENCIES OR REPRESENTA PVES. SURVEYING : 8) PR/OR TO CONSIRUCPNG 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 PONING INTERVAL SHALL BE 50 FEET WITH THE STA PON NUMBER ON EACH STAKE. 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83JI91. VERPCAL CONTROL SHALL BE 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83I91. VERPCAL CONTROL SHALL BE NA VD-88 DATUM. NA VD-88 DATUM. 10) AT THE CONCLUSION OF CONSTRUCPON, 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 LOCAPON OF ALL AT -GRADE APPURTENANCES INSTALLED, THE DEVELOPERS' REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED INCLUDING BUT NOT LIMITED TO,, LOCAPON OF EXISPNG MANHOLES INCLUDING RIM & ALL /NWRT LOCAPON OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN, METER BOXES, ELEVAPONS AND NEW MANHOLE LOCATONS INCLUDING RIM & ALL INVERT ELEVAPONS. 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 ADDIPON, ALL SEWER SURVEYOR /N LOCA77NG THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS. THE DRAWING EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR /NTFRSECPON WITH PROPERTY LINES AND AT 25 SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADD/PON, ALL WATER FOOT STA DONS ALONG THE EASEMENT LINES. EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INIERSECPON WITH PROPERTY LINES AND AT 25- FOOT STATIONS ALONG THE EASEMENT LINES. CONSIRUCPON 11) THE SEWER MAIN SHALL BE PLACED FNE (5) FEET SOUTH OR WEST FROM THE CENTFRL/NE OF ROADWAY, CONSTRUCPON : 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 SEPARAPON MUST BE MAINTAINED BETWEEN THE SANITARY LV 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARAPON 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 COMPACPON, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR O 13) A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILIPES AND DEFLECPON AS SPECIFIED /N SECPON 7-17.3(2)0 OF THE WASHINGTON STATE DEPARTMENT OF UNDERGROUND POWER AND TELEPHONE FACILIPES, UNLESS OTHERWISE APPROVED BY THE DISTR/CT. 1RANSPORTA77ONS STANDARD SPEC/F/CAPONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCPON. TFST OBSERVA PON AND /NSPECPON BY NOR THSHORE UPLITY D/STR/CT. 14) D/STR/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 : ELEVAPON THAT THE TOP OF THE SEWER LINE /S AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM 15) ALL WATER MAIN PIPING SHALL BE DUCPLE--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 FITPNGS 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, CONPNUOUS, LOCKING TYPE PER THE STANDARD DETAILS. SOLID -CORE, NEOPRENE COATED LOCA PNG W/RE. ANY CONNEC77ONS OR SPLICES SHALL BE MADE WITH SPLIT -BOLT W/RE CONNECTORS. 18) FOR PIPE SLOPES GREATER THAN 207, RESTRAINED -JOINT DUCPLE IRON PIPE SHALL Q PLACEMENT: BE USED FOR EVERY JOINT. 19) FIRE HYDRANT LOCATONS TO BE APPROVED BY THE FIRE MARSHAL OF ✓UR/SD/CPON. 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 L ACDONS 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 UPL/TY FCIL/PES. 12" ABOVE THE PIPE, THE ENPRE LENGTH OF THE STUB CONPNUING UP THE 2X4 SIDE SEWER MARKER 20-1 THE METER LOCATION SHALL BE W/TH/N THREE (3) FEET OF THE PROPERTY LINE THAT /S POST. IDENPFICAPON 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/PNG BY THE DISTRICT MATERIALS 20-2 AFTFR INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PA/NTFD WHITE W/TH "W41FR 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 E/GH)FEN S-397304 (18) FEET DEEP AND GREATFR, OR ON A SLOPE OF 209 OR MORE, SHALL BE DUCPLE-IRON M/N/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCPLE-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 gSDEKO ��•oF • WAsy;�, CIVIL ENGINEERING '� �' `�'• LANDSCAPE ARCHITECTURE 'Con PLANNING o'• 418as •� DESIGN SURVEYING /0 STEENG�� NAL 12100 NE 195th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 j 11-IZ-1� Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS z 0 QN SURVEYED: SCALE: DATE: Q DAP HOR ONTAC`L r D 1988/1991 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 NO Iq 0 0 O CL 0 Iq 0 0 X