The URL can be used to link to this page

Home My WebLink AboutS-347338vi 6" BLOCK WALL PER SPECIFICATIONS BACKFILL FOR DRAINS FILL MATERIAL-/ PER SPECIFICATIONS �/� /�� / \ /� /, \ /� /,� GEOTEXTILE 4" DIA. PERFORATED PIPE uNER 3 BLOCK WALL CSI NTS 6' TOP SOIL, COMPACT 90% MAX. DENSITY PER ASTM D1557 EX. GRASS 2LF 12 "PVC SOLD 6 LEVEL SPREADER BACKFILL WITH 1X2" - 3LF 12 "PVC SOLID GRAVEL BORROW OR NATIVE BACKFILL IF PIPE ®0.0% SLOPE Qg pER DETAIL 1%4" WASHED ROCK PIPE ® 0.0% SLOPE n o NATIVE j 12" SLEEVE 7 12 "x 6" TEE APPROVED IN WRITING 3 "ASPHALT 12" 1114' BEND MATERIAL '\:':':':'::}: :.:::.%.: .:.:: :.::.:........:...... BY ENGINEER. COMPACT 320.50 iiiii : { :': :'::1: ::ii;1 }.;k'.j: }.:: TO 95% MAX. DENSITY 320.25- .. .. .. .. ...... .. % PER ASTM D1557 6" CSTC O - Lr IE= 317.77 19LF 6 "PVC TIDE -FLEX TF1 2.0% SLOPE CHECK VALVE IE= 317.52 GEOTEXTILE LINER CB - TYPE 1 CB - TYPE 1 314.00 W/ BIRD CAGE W/ SOLD UD RIM = 321.50 RIM = 321.00 7LF -12 "PVC PERFORATED 15LF -12 "PVC PERFORATED IE= 318.02 (6-SE) IE= 317.52 (12 "E) PIPE ® 0.0% SLOPE PIPE ® 0.0% SLOPE IE= 317.52 (12-NW) PER CDR STD. PER CDR STD. PLAN 200.00 PLAN 200.20 1 STORM INFILTRATION SYSTEM CSI 24 12 0 z 4 s SCALE IN INCHES FEET COMPACTED BACKFILL MATERIAL r BACKFILL WITH - I 1-'4" WASHED ROCK 6" BLOCK WALL PER SPECIFICATIONS BACKFILL FOR DRAINS FILL MATERIAL-/ PER SPECIFICATIONS �/� /�� / \ /� /, \ /� /,� GEOTEXTILE 4" DIA. PERFORATED PIPE uNER 3 BLOCK WALL CSI NTS 6' TOP SOIL, COMPACT 90% MAX. DENSITY PER ASTM D1557 EX. GRASS PVC PIPE �I ) zl 0 6 "MIN. w �I 1 MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. s TYPICAL GRAVITY SEWER cs OR FORCE MAIN TRENCH DETAIL NTS ROTI -'rll LL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LINER 6" PERFORATED PIPE 2 4 FRENCH DRAIN CJ NTS 2 "x12" PRESSURE TREA GRADE BOARD SET PRECISELY LEVEL 320.25 320.50 `-2 "x2 'x2' PRESSURE INFILTRATION-/ TREATED STAKES TRENCH EVERY 2 FEET s LEVEL SPREADER CSI NTS 3" HMA CLASS 1/2" PG 64 -22 o °o °o °o °o °o° 6 "CSTC -FILL MATERIAL PER SPECIFICATIONS 7 SITE PAVING SECTION CSI NTS :101VPII(.r110 w:1aa. TEE r.} VERTICAL BEND c VALVE ANCHOR OFFSET ALTERNATE VERTICAL BEND SHIM PLATE NOTES: _UG PLUGGED END FOR FUTURE EXPANSION PLUGGED TEE / i PLUGGED CROSS PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. ® CONCRETE BLOCKING DETAIL CSI NTS 2 FREE - HANGING 3/8 - ------ WELD ONE CHAIN LINK MALLEABLE LINKS (EACH SIDE) TO EACH POST 5LF 6 "PVC ® 2.0 , 2.0% SLOPE OIL /WATER SEPARATOR, , UTILTY VAULT MODEL PARKING LOT CB, TYPE 1P \ \ \- #25 -CPS OR EQUAL W/ HERRINGBONE GRATE RIM = 321.75 RIM = 321.65 PADLOCK LATCH MECHANISM IE =318.4 (6 "NW,SE) ER CDR (6-NW) 200.20 2 CHAIN LINK GATE LOCK DETAIL CSI NTS I IW g � 6 a g a 1 a 18 "(TYP)� _36" MIN 1' ANGLE CHECK VALVE FORD HA34 -444 OR APPROVED EQUAL PACK JOINT FORD A24 METER ADAPTER BLUE PROVIDE 2 "0 HOLE FOR PROREAD TOUCHPAD /-UD 1 "MIN - 2 "MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) METER BOX w/- READER UD (SEE NOTES) ANGLE STOP W/LOCK VANC FORD BA43 -444W BY CTS GRIP JOINT MUELLER P- 24258, 1 "METER. /-PROVIDE V4'? HOLE IN NIPPLE (TYP. 4' -1" TYPE K BOTH SIDES) COPPER IPPER 3/4" PVC SCH. 40 TAPPED BOTH ENDS To DOUBLE BOX 1" PACK JOINTX RPT CPLG. FORD C14-44 OR APPROVED EQUAL INSTALL THREADED PLUG TO REMAIN UNTIL SERVICE LINE FROM BUILDING IS CONNECTED NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE SPECIFICATIONS. 3. METER BOX SHALL BE: A. IN AREAS NTH ROLLED CURB OR METER BOX IN DRIVEWAY, USE MIDSTATES BOX #MS -BCF- 1324 -12 -B WITH READER UD /,BAS- BCF - 1324 -RLA B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220 -12L WITH READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL- PIECE. THE POST SHALL BE 2 "x 4" WITH THE 18" ABOVE GRADE PAINTED BLUE ON ALL SIDES. STENCIL "WATER" IN 2" LETTERS WITH BLACK PAINT. TYPICAL SERVICE DETAIL s SINGLE SERVICE (,g NTS TYPE K W A T E R 0 M 1" TYPE K COPPER AS APPROVED DISTRICT. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE ROADWAY WITH DITCHES CORPORATION STOP - FORD FB1000xCTS GRIP JOINT OR MUELLER P -25008 MN ROADWAY WITH CURB & GUTTER WATER SERVICE SADDLES d. WATERMAIN ROMAC 101 i NOTE' COPPER LINE BETWEEN CORP STOP & ANGLE STOP SHALL BE ONE PIECE (NO FITTINGS) SERVICE SADDLE, CORP STOP AND SERVICE LINE n TYPICAL ROADWAY SECTION (J NTS jOF WASH 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. r UNDISTURBED-' GRAVEL BORROW OR NATIVE BACKFILL IF n o NATIVE j ' : ............ ":': APPROVED IN WRITING MATERIAL '\:':':':'::}: :.:::.%.: .:.:: :.::.:........:...... BY ENGINEER. COMPACT iiiii : { :': :'::1: ::ii;1 }.;k'.j: }.:: TO 95% MAX. DENSITY .. .. .. .. .. .. .. .. ...... .. % PER ASTM D1557 PVC PIPE �I ) zl 0 6 "MIN. w �I 1 MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. s TYPICAL GRAVITY SEWER cs OR FORCE MAIN TRENCH DETAIL NTS ROTI -'rll LL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LINER 6" PERFORATED PIPE 2 4 FRENCH DRAIN CJ NTS 2 "x12" PRESSURE TREA GRADE BOARD SET PRECISELY LEVEL 320.25 320.50 `-2 "x2 'x2' PRESSURE INFILTRATION-/ TREATED STAKES TRENCH EVERY 2 FEET s LEVEL SPREADER CSI NTS 3" HMA CLASS 1/2" PG 64 -22 o °o °o °o °o °o° 6 "CSTC -FILL MATERIAL PER SPECIFICATIONS 7 SITE PAVING SECTION CSI NTS :101VPII(.r110 w:1aa. TEE r.} VERTICAL BEND c VALVE ANCHOR OFFSET ALTERNATE VERTICAL BEND SHIM PLATE NOTES: _UG PLUGGED END FOR FUTURE EXPANSION PLUGGED TEE / i PLUGGED CROSS PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. ® CONCRETE BLOCKING DETAIL CSI NTS 2 FREE - HANGING 3/8 - ------ WELD ONE CHAIN LINK MALLEABLE LINKS (EACH SIDE) TO EACH POST 5LF 6 "PVC ® 2.0 , 2.0% SLOPE OIL /WATER SEPARATOR, , UTILTY VAULT MODEL PARKING LOT CB, TYPE 1P \ \ \- #25 -CPS OR EQUAL W/ HERRINGBONE GRATE RIM = 321.75 RIM = 321.65 PADLOCK LATCH MECHANISM IE =318.4 (6 "NW,SE) ER CDR (6-NW) 200.20 2 CHAIN LINK GATE LOCK DETAIL CSI NTS I IW g � 6 a g a 1 a 18 "(TYP)� _36" MIN 1' ANGLE CHECK VALVE FORD HA34 -444 OR APPROVED EQUAL PACK JOINT FORD A24 METER ADAPTER BLUE PROVIDE 2 "0 HOLE FOR PROREAD TOUCHPAD /-UD 1 "MIN - 2 "MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) METER BOX w/- READER UD (SEE NOTES) ANGLE STOP W/LOCK VANC FORD BA43 -444W BY CTS GRIP JOINT MUELLER P- 24258, 1 "METER. /-PROVIDE V4'? HOLE IN NIPPLE (TYP. 4' -1" TYPE K BOTH SIDES) COPPER IPPER 3/4" PVC SCH. 40 TAPPED BOTH ENDS To DOUBLE BOX 1" PACK JOINTX RPT CPLG. FORD C14-44 OR APPROVED EQUAL INSTALL THREADED PLUG TO REMAIN UNTIL SERVICE LINE FROM BUILDING IS CONNECTED NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE SPECIFICATIONS. 3. METER BOX SHALL BE: A. IN AREAS NTH ROLLED CURB OR METER BOX IN DRIVEWAY, USE MIDSTATES BOX #MS -BCF- 1324 -12 -B WITH READER UD /,BAS- BCF - 1324 -RLA B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220 -12L WITH READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL- PIECE. THE POST SHALL BE 2 "x 4" WITH THE 18" ABOVE GRADE PAINTED BLUE ON ALL SIDES. STENCIL "WATER" IN 2" LETTERS WITH BLACK PAINT. TYPICAL SERVICE DETAIL s SINGLE SERVICE (,g NTS TYPE K W A T E R 0 M 1" TYPE K COPPER AS APPROVED DISTRICT. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE ROADWAY WITH DITCHES CORPORATION STOP - FORD FB1000xCTS GRIP JOINT OR MUELLER P -25008 MN ROADWAY WITH CURB & GUTTER WATER SERVICE SADDLES d. WATERMAIN ROMAC 101 i NOTE' COPPER LINE BETWEEN CORP STOP & ANGLE STOP SHALL BE ONE PIECE (NO FITTINGS) SERVICE SADDLE, CORP STOP AND SERVICE LINE n TYPICAL ROADWAY SECTION (J NTS jOF WASH 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.