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Home My WebLink AboutS-070826* T( A B C n F F I ZS1 2 112" 5" 2 1 SCH A STA 0+00 TO 13+60 SCH A STA 13+60 TO 42+66 SCH 8 STA 104+68 TO 135+ SIGH A STA 51+00 TO 57+00 EXTRUDED ASPHALT OR CEMENT ( 5 CONCRETE CURB NO SCALE CURB, GUTTER, AND SIDEWALK NOTES: 1. A DUMMY JOINT CONSISTING OF 3/8" OR 1/4" X 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURB AT A MINIMUM OF 15 FOOT INTERVALS. WHEN CURB IS PLACED BY SLIP-FORMING, A PREMOLD,NCST'RiP To V' THICK AND UP TO FULL DEPTH MAY BE USED. 2. SUBGRADE COMPACTION FOR CURBS, GUTTERS, AND SIDEWALKS, SHALL MEET A MINIMUM 90 PERCENT OF MAXIMUM DENSITY. 3, CONCRETE CURBS, GUTTERS, AND SIDEWALK SHALL BE CLASS 31, FURNISHED AND PLACED IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION, SECTION 6-02, 8-04 AND 8-14. COLD WEATHER PRECAUTION AS SET FORTH IN WSDOT/APWA STANDARDS SPECIFICATION SECTION 5-05.3(14) AND 6-02,3(6)A SHALL APPLY. 4- EXTRUDED CEMENT CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY EITHER STEEL TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04. 5. EXTRUDED ASPHALT CURB SHALL BE ANCHORED By MEANS OF A TACK COAT OF ASPHAI- IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04. LOCATION TAPE SAWCLT EXISTING COLOR RED PAVEMENT BACK TO BROKEN SURFACE 6" M;N. ELECTRICAL HAZARD TAPE —1 1—Y,18" ABOVE CONDUIT.— TRENCH BACKFILL TYPE N PER SPECIFICATIONS — WATER TABLE AFTER DEWATERING BEFORE TRENCH EXCAVATION MIN = OD+2' MAX = 1.51D +2' TRENCH PATCH, ASPHALT OVER- - AT EACH ENTIRE TRAVEL LANE DAMAGED PLACE ASPHALT AS DIRECTLY IN DETAIL 19/C136 40 I TRENCH PATCH, REPLACE CURBS BROKEN DURING CONSTRUCTION --------------- 2" SAWCuT AND REMOVE OR GRIND, SEAL WITH AR400OW 6" CRUSHED SURFACING TOP COURSE TYPE R—:-/ TRENCH BACKFOUL TYPE N 2" ASPHALT OVERLAY CLASS B ASPHALT CONCRETE PAVEMENT CL B OR E TO MATCH EXISTING THICKNESS, AS PERMANENT TRENCH PATCH EXISTING ASPHALT PAVEMENT PERMANENT ASPHALT TRENCH PATCH RESTORATION NO SCALE EXISTING ASPHALT PAVEMENT 24" X 12" TEE (MJ) 6" MIN. OR �19"X 6" TEE (MJ) CAST IN PLACE BLOC, OR X 6" TEE (Mj) CONCRETE FLEX COUPLING F�7e- AS NEEDED -UNDISTURBED SOIL TELEPHONE CONDUIT PER SPECIFICATIONS (AS APPLICABLE) ELECTRICAL. CONDUIT PER SPECIFICATIONS (AS APPLICABLE) /2 + 6" 2' MIN, GROUT TO MATCH 9 INVERT TO ENSURE SMOOTH TRANSITION MATCH— CROWNS 8", 1D" OR 24" SS L--ONE LENGTH OF DUCTILE IRON PIPE TO SO] ID BEARING MATERIAL. —SEAL WITH MODULAR MECHANICAL SEA! ASSEMBLY WITH SST BOLTS AND NUTS � AS SPECIFIED. -OMPACTED BACKFILL TYPE N 12" OR 6" DUCTILE IRON PIPE -URAL WOOD SKID Q OUT OPEN ACE (TYPICAL) OR 24" DIAMETER SS AX. OR 36" M:N, STEEL CASING PIPE TYPICAL CASING & 'CARRIER PIPE(8 NO SCALE DEPTH VARIES — SOUTH 1' NORTH 2' TO !E OF PIPE f -TYPE E MATERIAL zo UNDER PAVEMENT TYPE N 2" OR 6" ELBOW (MJ) 4" PVC PERF PIPE CEMENT CONCRETE CLASS 61 POURED IN—PLACE No SEAL WITH MODULAR MECHANICAL TYPE E MATERIAL SEAL ASSEMBLY WITH EST 86LTs — DRAINAGE FABRIC AND NUTS AS SPECIFIED. TYPiCAI TRENCH SECTION r6 OUTSIDE DROP PERF PIPE r9 NO SCALE MANHOLE t I TRENCH SECTION (C112) I E CONNECTION TRENCH NOTES: NO SCALE NO SCALE 1. THE TRENCH WIDTH AT THE Top SHALL BE WITHIN THE CONSTRUC`;ON EASEMENT AND AS DETERMINED BY THE CONTRACTOR To SUIT THE CONSTRUCTION OPERATION AND UTj' !TIES. PROTECTION OF ADJACENT PROPER T Y APE 'HE CONTRACTORS RESPONSIBILITY, 2. THE HEIGHT AND T iRecord Drawingl2zoo _'AYS 00 .HE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE CALL 2 DRYS DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT I These drawings have been 1 0 I modified to conform with 1- 0 PROPERTIES AND IMPROVEMENTS. BEFOEDE YOU DIG 0 3. TRENCH SuPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER information provided by the w Na CHAPTER 296-155 WAC. BE REMOVED WHEN BACKFH-L IS COMPLETE. 800-424-5555 Z 1 4 Z. SHORiNG INCLUDING SHEETING SHALL contractor. See original file L 0 REMOVAL SHAD BE DONE AT copies; for engineers 4_� A TIME AND N SUCH A WAY SO AS NOT TO DISTURB PIPE BEDDING AND SO AS NO-, TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOI professional sea. 5. MATCH EXISTING GRADES AND SURFACES. 6. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC AND MAY VARY. 7. PROVIDE OVFR-FXCAVATION AN YPE F WHEN DIRECTED TRENCH BACKRILL T By THE ENGINEER. I DESIGNED: CHECKED: DATE: DEPARTMENT OF NATURAL RESOURCES !K.J,D. JG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998 CARRY STRUTHERS ASSOCIATES, INC. I DRAWN: SCALE: SCHEDULE A 'ILE -NO Richards Road, Suite 100 I Bellevue, WA 98005-4446 CGH REVISED PER RECORD DRAWING MARKUPS MKWI 112-00 Phone: (425) 519-0300 1 RECOMMENDED: AS SHOWN DETAIL SHEET 2 ",DRAWING NO M ADDENDUM NO. 1 & 2 - CONFORMED CGH KJO 12/98 Fax: (425) 519-0309 7e_ 61 lel.1' CONTRACT NO King County CURB AND TRENCH C1 32 rIEU 1. .1 N.. BY AP D: REVISION APP'D DATE C73130C 0 U u I G M PIPE BEDDING TYPES CC OR TYPE 0 WHEN SPECIFIED DRAWINGS ----_!1_M - =1 SPR NGL SOIL REINFORCING FABRIC PER SPECIFiCAT!ON WHEN DIRECTED BY THE ENGINEER. 6" OVEREXCAVATiON, SEE NOTE 7. WATER TABLE AFTER DEWATERING BEFORE TRENCH EXCAVATION MIN = OD+2' MAX = 1.51D +2' TRENCH PATCH, ASPHALT OVER- - AT EACH ENTIRE TRAVEL LANE DAMAGED PLACE ASPHALT AS DIRECTLY IN DETAIL 19/C136 40 I TRENCH PATCH, REPLACE CURBS BROKEN DURING CONSTRUCTION --------------- 2" SAWCuT AND REMOVE OR GRIND, SEAL WITH AR400OW 6" CRUSHED SURFACING TOP COURSE TYPE R—:-/ TRENCH BACKFOUL TYPE N 2" ASPHALT OVERLAY CLASS B ASPHALT CONCRETE PAVEMENT CL B OR E TO MATCH EXISTING THICKNESS, AS PERMANENT TRENCH PATCH EXISTING ASPHALT PAVEMENT PERMANENT ASPHALT TRENCH PATCH RESTORATION NO SCALE EXISTING ASPHALT PAVEMENT 24" X 12" TEE (MJ) 6" MIN. OR �19"X 6" TEE (MJ) CAST IN PLACE BLOC, OR X 6" TEE (Mj) CONCRETE FLEX COUPLING F�7e- AS NEEDED -UNDISTURBED SOIL TELEPHONE CONDUIT PER SPECIFICATIONS (AS APPLICABLE) ELECTRICAL. CONDUIT PER SPECIFICATIONS (AS APPLICABLE) /2 + 6" 2' MIN, GROUT TO MATCH 9 INVERT TO ENSURE SMOOTH TRANSITION MATCH— CROWNS 8", 1D" OR 24" SS L--ONE LENGTH OF DUCTILE IRON PIPE TO SO] ID BEARING MATERIAL. —SEAL WITH MODULAR MECHANICAL SEA! ASSEMBLY WITH SST BOLTS AND NUTS � AS SPECIFIED. -OMPACTED BACKFILL TYPE N 12" OR 6" DUCTILE IRON PIPE -URAL WOOD SKID Q OUT OPEN ACE (TYPICAL) OR 24" DIAMETER SS AX. OR 36" M:N, STEEL CASING PIPE TYPICAL CASING & 'CARRIER PIPE(8 NO SCALE DEPTH VARIES — SOUTH 1' NORTH 2' TO !E OF PIPE f -TYPE E MATERIAL zo UNDER PAVEMENT TYPE N 2" OR 6" ELBOW (MJ) 4" PVC PERF PIPE CEMENT CONCRETE CLASS 61 POURED IN—PLACE No SEAL WITH MODULAR MECHANICAL TYPE E MATERIAL SEAL ASSEMBLY WITH EST 86LTs — DRAINAGE FABRIC AND NUTS AS SPECIFIED. TYPiCAI TRENCH SECTION r6 OUTSIDE DROP PERF PIPE r9 NO SCALE MANHOLE t I TRENCH SECTION (C112) I E CONNECTION TRENCH NOTES: NO SCALE NO SCALE 1. THE TRENCH WIDTH AT THE Top SHALL BE WITHIN THE CONSTRUC`;ON EASEMENT AND AS DETERMINED BY THE CONTRACTOR To SUIT THE CONSTRUCTION OPERATION AND UTj' !TIES. PROTECTION OF ADJACENT PROPER T Y APE 'HE CONTRACTORS RESPONSIBILITY, 2. THE HEIGHT AND T iRecord Drawingl2zoo _'AYS 00 .HE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE CALL 2 DRYS DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT I These drawings have been 1 0 I modified to conform with 1- 0 PROPERTIES AND IMPROVEMENTS. BEFOEDE YOU DIG 0 3. TRENCH SuPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER information provided by the w Na CHAPTER 296-155 WAC. BE REMOVED WHEN BACKFH-L IS COMPLETE. 800-424-5555 Z 1 4 Z. SHORiNG INCLUDING SHEETING SHALL contractor. See original file L 0 REMOVAL SHAD BE DONE AT copies; for engineers 4_� A TIME AND N SUCH A WAY SO AS NOT TO DISTURB PIPE BEDDING AND SO AS NO-, TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOI professional sea. 5. MATCH EXISTING GRADES AND SURFACES. 6. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC AND MAY VARY. 7. PROVIDE OVFR-FXCAVATION AN YPE F WHEN DIRECTED TRENCH BACKRILL T By THE ENGINEER. I DESIGNED: CHECKED: DATE: DEPARTMENT OF NATURAL RESOURCES !K.J,D. JG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998 CARRY STRUTHERS ASSOCIATES, INC. I DRAWN: SCALE: SCHEDULE A 'ILE -NO Richards Road, Suite 100 I Bellevue, WA 98005-4446 CGH REVISED PER RECORD DRAWING MARKUPS MKWI 112-00 Phone: (425) 519-0300 1 RECOMMENDED: AS SHOWN DETAIL SHEET 2 ",DRAWING NO M ADDENDUM NO. 1 & 2 - CONFORMED CGH KJO 12/98 Fax: (425) 519-0309 7e_ 61 lel.1' CONTRACT NO King County CURB AND TRENCH C1 32 rIEU 1. .1 N.. BY AP D: REVISION APP'D DATE C73130C 0 U u I G M