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MATCHLINE - SEE DWG 45-YD-C220-04 <br />*111 — <br />1� b <br />m <br />GENERAL NOTES <br />LEGEND <br />ALL PAVEMENT JOINTS ARE AT INDICATED SPACING WITH DOWELS, <br />EXCEPT AS NOTED, REFER TO DRAWINGS 40-YD-0501, 40-YD-0502, <br />F77 ASPHALT OVERLAY 563- 563-4 <br />40-YDC505 FOR PAVEMENT JOINT AND REINFORCEMENT DETAILS. <br />Lj <br />2. <br />ALL PCC PAVEMENT EDGES ARE BEVELED PER DETAIL 6, <br />40-YD-0504, EXCEPT AS SHOWN OTHERWISE IN THE DRAWINGS. <br />t1>{ •. <br />P.C.C? PAVEMENT PANEL <br />(8° UNLESS OTHERWISE INDICATED) <br />3. <br />ALL CONCRETE PAVEMENT SHALL HAVE A DEPTH OF 12°, ALL HMA <br />PAVEMENT SHALL HAVE A DEPTH OF 12". ALL PAVEMENT DEPTHS IN <br />REFERENCE DETAILS SHALL BE ADJUSTED ACCORDINGLY. <br />.. <br />,. <br />INDICATES THICKNESS IF OTHER THAN 8"(INCHES) <br />3 <br />C563- C563- 563-4 <br />ED, <br />RAISE ALL SURFACE FEATURES (EG. MANHOLES, VAULTS, CIfANOUTS, <br />ICJ TO NEW PAVEMENT GRADES (TYP ALL SHOWN). <br />p1 W <br />�'iJ•;- REINFORCED P.C.C. PAVEMENT PANEL L� <br />.13'- INDICATES PANEL THICKNESS (INCHES) <br />r^\ <br />I_ <br />SEE DETAIL SHEET C563-2 FOR CONCRETE PANEL AND JOINT <br />C563- <br />DETAILS (TYP ALL SHOWN) <br />P.C.C. TRANSITION PAVEMENT PANEL <br />HATCH INDICATES PANEL SIDES ON WHICH TO <br />BOLLARD (TYP ALL SHOWN) - SEE DETAIL SHEETS C563-3. <br />MATCH THICKNESS TO THAT OF ADJACENT <br />-4 > <br />�� <br />FIRE HYDRANT (GYP ALL SHOWN) - SEE M260 DRAWINGS. <br />SEE ENLARGED PLAN C450 FOR DETAILED SITE PLAN INFORMATION. <br />THICKER PANEL. q <br />PATTERN INDICATES PANEL SIDES ON WHICH `t <br />TO MATCH THICKNESS TO THAT OF ADJACENT 563- <br />® <br />�, <br />SEE HORIZONTAL CONTROL PUN C450-2 FOR CENTERLINE <br />COORDINATES. <br />THINNER PANEL <br />- <br />4" P.C.C. SIDEWALK PAVEMENT 563- <br />I <br />1 <br />0 v SEAL COAT PAVEMENT <br />iLIMITS <br />OF P.C.C. PAVEMENT WORK <br />FORMER LOCATION OF PORTABLE/AREA OF POSSIBLE <br />PAVEMENT PATCH <br />I <br />CEMENT CONCRETE PAVEMENT, DETAIL 1, <br />I <br />SHEET 40-YD-501. <br />® UTILIDOR/VAULT LID. <br />HYDROSEED <br />Ll <br />PAVEMENT JOINTS WITH DOWELS. <br />REINFORCED ODD -SHAPED OR IRREGULAR <br />m o <br />SLAB. SEE PAVEMENT JOINTS AND <br />t <br />O <br />I <br />Rt <br />REINFORCING DETAIL 8, SHEET 40-YD C504. <br />REINFORCED SPECIAL SUB TYPE RI. SEE <br />- - <br />DETAIL 7, SHEET 40 YD C505. <br />%z o <br />_ <br />THICKENED EDGE EXPANSION JOINT, DETAIL <br />oo <br />L <br />N <br />D <br />5, SHEET 40-YD-0505. <br />EXPANSION JOINT NO THICKENED EDGE, <br />DETAIL 6, SHEET 40-YD-0505. <br />CONSTRUCTION JOINT WITH DOWEL BARS, <br />DETAIL 2, SHEET 40-YD-0504. <br />� <br />CONSTRUCTION JOINT WITH DRILLED DOWEL <br />BARS, DETAIL 2, SHEET 40-YD-0504. <br />PCC/BnMINOUS PAVEMENT JOINT, DETAIL 4, <br />� <br />d <br />P.C.C. = <br />SHEET 40-YD-0504. <br />PORTLAND CEMENT CONCRETE <br />C220-081S454 <br />a� oo <br />mp � <br />—_X—_X_—X—X__X_R—_Xl _X_ <br />I �( <br />45m07s <br />LJ I <br />" 'L1, p <br />I I I I <br />l � l�I KEY PLAN <br />SCALE: NONEr IV <br />40 20 0 20 40 80 <br />El> <br />m�Il�v„ ®_,lo Q_ �f�fI� �JI���"��p to ❑ o B g o °® }����\\o�O�O o0o / SCALE: 1:40 SIliS HILL <br />O ENGINEERS,INC. <br />CIVIL STRUCTURAL � ­—IN. <br />111_�111�_IJ�LL� TA� <br />11LUaMAwAs�as <br />° <br />aHcrve-. �xsa�al<.sa4e Fax'. (zsal a>a-oaaa <br />MATCHLINE - SEE DWG 45-YD-C220-12 ISSUED FOR CONSTRUCTION <br />PARTIAL PLAN N APRIL 3 202U Project N°.: 7659 Prg ect Mg : 6KL <br />SCALE: 1" = 40PEngineer. EMF Pm} Drafter: JDK <br />SYl.1 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN ATE SUBTTLE CURRENT REVISION SYMBOL DATE <br />ACCEPTABILITY J. PEARSON 20808468 C 04.03.20 <br />�� s eels THIS DESIGN AND/OR On cKED PAVING PLAN <br />- NEDC -RECORD DRAWINGS 71347705 DLR GRP 10.25.13 �4't%° 'k,�� SPECIFlCATION IS APPROv<0 E SHEET <br />A 45-003 TO BRIDGE STEAM UPGRADE 11578407 DCG/ED ED 02.06.15 - ® g' APPROVED By DEPT. DATE T SITE PUMPED INDUSTRIAL WASTE 2 <br />20 PP - <br />08 <br />B VAULT "F" TO 45-003-STEAM UPGRADE 5 11578401 DCG/ED iH CK L2Z15 SITE 45- 1!/ <br />D JOB NO. COMP N0. <br />C SITE .PUMPED INDUSTRIAL WASTE 20808468 SUS BKL 04.03.20 <br />AUEu APPROVED CIVIL MASTER EVEREIT, WA DWG No. 45-YD-C220-08 <br />(PAPER SPACE) SEE: 45-YD-C22G.DWG <br />