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HomeMy WebLinkAboutS-05031EEXISTING PAVEMENT CROSS SECTION, VARIABLE (APPROX. 6" CONCRETE) REMOVE TO GRADE- CONCRETE PAVEMENT PAY LIMIT = 18 FEET EXISTING DRIVING APPROX. APPROX. SURFACE EXISTING GRADE VARIES MAXIMUM TRENCH WIDTH AT SURFACE VARIES TO EXISTING APPROXIMATELY v+'t °�Kf 4 `t ® t • tl N t Nt�N.t� r z's`" ii ' d" ts`s'ia�+` . :ts5tit. °i :'wza_<e3'w_il•'_:" +9S <r 3i�e!.as.°>s`+�tae9� *s_eL.*e'*; DEPTH 8" ACP ► ► 1 ON BOTH SIDES SAW CUT 3" ° ON BOTH SIDES N.E. 4TH STREET TRENCH BACKFILL. CONCRETE PAVEMENT RESTORATION SEE TRENCH DETAILS. NOT TO SCALE N.E. 3RD STREET STATION 55 +753 TO 74 +50_D SECTION 5 -04 61 +59_D O'RT TO 61+68_D 24' LT SECTION 4-06 74 +29_D 0 RT TO 74+31D 24' LT STATION 16+15D TO 23 +45_D CRUSHED ROCK RESTORE CURB AND CUTTER HYDROSEED ALL DISTURBED UNIMPROVED AREAS ¢ PAVEMENT o J PAY LIMIT = 7 FEET ° o z sm M CURB AND GUTTER EXISTING TRANSVERSE 12 EXISTING LONGITUDINAL APPROXX 6 FEET �� a 16 w EXISTING GRADE I CONSTRUCTION JOINT Ij 11 1NSTATC C TRTFTJOINTS _ EVERY 12' MAXIMUM PER MAXIM DETAIL 1 INSTAII DOWFIS PER nFral i2 /- INSTALL LONGITUDINAL CONSTRUCTION r -AWED GROOVE, ?" WIDE (MIN) CONCRETE PANEL , / AND ?" WIDE (MAX). FILL JOINT WITH RUBBER ASPHALT FILLER IAX D 3" TIE BARS ACP PAVING #5 X 30" ON 18" CENTERS LONGITUDINAL CONCRETE /ACP_ CONSTRUCTION JOINT DETAIL JOINT DETAIL NOT TO SCALE NOT TO SCALE SAWED GROOVE, ?" WIDE (MIN) SAWED GROOVE, ?" WIDE (MIN) AND ?" WIDE (MAX). FILL JOINT AND ?" WIDE (MAX). FILL JOINT TO WTHIN APPROXIMATELY ?" TO WITHIN APPROXIMATELY ?" OF SURFACE OF SURFACE D 4 D D/2 DOWEL 1 ?" X 18" ON 12" CENTERS TRANSVERSE TRANSVERSE CONSTRUCTION JOINT DETAIL CONTRACTION JOINT DETAIL NOT TO SCALE NOT TO SCALE MAXIMUM TRENCH WIDTH AT THE SURFACE OPEN CUT SECTION DEPTH WIDTH d > 12' 8.5' 8' < d < 12' 7' d < 8' 6' DEEP SECTION MANHOLES /BORE PITS ALL DEPTHS 12' REVISED TO CONFORM TO CONSTRUCTION RECORDS 'T2H2 ENGINEERING P.S. DATE PROVIDE 3" ACP J ` ' „ %'Y�' �• PROVIDE 6° ?' MINUS CRUSHED ROCK SELECT BACKFILL N.E. 3RD STREET SEE TRENCH DETAIL SECTION 5 -04 NOT TO SCALE SECTION 4-06 =PIPE BEDDING STATION 16+15D TO 23 +45_D CRUSHED ROCK RESTORE CURB AND CUTTER HYDROSEED ALL DISTURBED UNIMPROVED AREAS ¢ PAVEMENT o J PAY LIMIT = 7 FEET ° o z sm M CURB AND GUTTER o =CONCRETE PAVING APPROXX 6 FEET �� a 16 w EXISTING GRADE I MATERIAL SPECIFICATION TABLE MATERIAL TECHNICAL SPECIFICATION SELECT BACKFILL SECTION 7- 17.3(3) ACP (CLASS B) SECTION 5 -04 _ a1: ATB SECTION 4-06 =PIPE BEDDING SECTION 7- 17.3(1)C CRUSHED ROCK SECTION 4 -04.2 TRENCH DAM SECTION 7- 17.3(1)E M CURB AND GUTTER SECTION 8 -04 =CONCRETE PAVING SECTION 5 -05 ,�y�- 04 waeA ti mo.`s .raA.c� aA F ,mpg, 16727 "A QgCfSTEBp'9 �I�IlAL�� Ty 3. ANIj� .CVSq R 6Y `e °A ~Q.�SO APPROXIMATELY J 8” ACP SAW CUT 3" DEEP ON BOTH SIDES PROVIDE 3° ACP APPROXIMATELY J 8" ACP SAW CUT 3" DEEP J ON BOTH SIDES PROVIDE 3" ACP _-t— SAW CUT 3" DEEP ON THIS SIDE 3' DEPTH PAVEMENT PROVIDE 3° ACP GRIND ON THIS SIDE \-- PROVIDE 3° ATB 12" PROVIDE. 6' ?" MINUS CRUSHED ROCK - SEE TRENCH DETAIL N.E. 3RD STREET NOT TO SALE STATION 10+59D TO 15+84D PAVEMENT PAY LIMIT = 15 FEET 3 FEET �— MAXIMUM TRENCH WIDTH AT SURFACE 3 FEET 44" 1 DEPTH AS REQ'ID BY ENGINEER EXISTING GRADE ` 3° DEPTH PAVEMENT GRIND ON BOTH SIDES PROVIDE 3" ATB SEWER TRENCH DAM NOT TO SCALE t--- MAXIMUM TRENCH WIDTH AT SURFACE-1 NOTE: TRENCH DAMS ARE REQUIRED TO PREVENT GROUND WATER MIGRATION THROUGH THE PIPE BEDDING DURING AND AFTER CONSTRUCTION. INSTALL DAMS AT LEAST EVERY 300 FEET OR AS DIRECTED BY THE ENGINEER. IMPERMEABLE MATERIAL PER SPECIFICATIONS. DAMS SHALL BE 4' IN LENGTH ALONG THE PIPE. I-- A FIRM FOUNDATION FOR THE SEWER PIPE- PAVE MENT CROSS SECTION, SEE PAVEMENT RESTORATION DETAILS. NATIVE BACKFILL OR SELECT BACKFILL IF REQUIRED BY ENGINEER. SELECT BACKFILL REQUIRED FOR MAPLE VALLEY HIGHWAY CROSSING AND CROSSINGS OF NE 3RD AND NE 4TH STREETS. SEWER PIPE. �— PIPE BEDDING MATERIAL. FOUNDATION MATERIAL, IF REQUIRED BY ENGINEER. TYPICAL TRENCH SECTION - OPEN CUT SECTIONS NOT TO SCALE HYDROSEED 4" TOP SOIL L PROVDE 6° ?° MINUS i CRUSHED ROCK _ PROVIDE SELECT BACKFILL x - - 8" ?" MINUS CRUSHED ROCK SEE TRENCH DETAIL >;=' MAPLE VALLEY HIGHWAY, N.E. 3RD STREET, COMPACT TO 90% AND N.E. 4TH STREET CROSSINGS SEE TRENCH DETAIL MAXIMUM DRY DENSITY NOT TO SCALE MAINTENANCE ACCESS ROAD MH ERI -2 TO MH ERI -4 STATION 1T TO TO 3 D 29 ��� 15 +84_D 26' RT TO 16 +15_D, NOT TO SCALE 2T +i6J.1 5'LT TO 27 +23� 29'LT, STATION 2 +10-B TO 6 +00-B 45 +79_D 5'RT TO 45 +79_ 27'RT 61+68D 31 D 24 T TO 61 +34 D 54'Li PAVEMENT PAY LIMIT = 10' MAX. 74 +3T� 24'LT TO 74 +3411 54'LT < 2" ACP `o PAVEMENT PAY LIMIT = 12 FEET o v EXISTING GRADE ° VARIES �-- MAXIMUM TRENCH WIDTH AT SURFACE -{ VARIES ° EXISTING ACP 77 4" MINUS CRUSHED ROCK 3° DEPTH PAVEMENT hk GRIND ON BOTH SIDES SEE TRENCH DETAIL x Yd ' PROVIDE 3" ATB - r .;, PROVIDE 6° MINUS NORTH SIDE MAPLE VALLEY HIGHWAY TO MH ERI -2 ?° \ CRUSHED ROCK NOT TO SCALE \ \_ STATION 0 +86_B TO 2 +103 CITY OF RENTON N.E. 4TH STREET SEE TRENCH DETA L NOT TO SCALE EAST RENTON SEWER INTERCEPT( STATION 23+45D TO 55 +75D 92.079.0 zsa7s SICNED: 02/15/94 - SCANNED 1UI 2 7 2001 RnIRMALL 173 0 23 e a � . 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