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A <br />J <br />m J <br />4 <br />5 ' r B T4 <br />6 8 2 T4 10 <br />— CTE� <br />t <br />7 <br />3) 9 <br />x 100TH ST <br />CIVIL IMPROVEMENTS AT N.E. CORNER <br />OF 100TH ST & 7TH AVE SE <br />SCALE 1' • 10' -n—A /--7- <br />CONSTRUCTION NOTES <br />I EXISTING CURB AND GUTTER TO REMAIN <br />2 REMOVE EXISTING NATIVE MATERIAL AND INSTALL 2.5' WIDE <br />ASPHALT SIDEWALK BETWEEN CORNER AND DRIVEWAY. SEE <br />SECTION BB. <br />O3 INSTALL APPROXIMATELY 35' OF EXTRUDED CEMENT CONCRETE <br />CURB PER CITY OF EVERETT STO DWG 305E. CURB TO <br />EXTEND FROM EXISTING CURB AND GUTTER TO 5' BEYOND <br />CATCH BASIN, USE 25' RADIUS. PATCH PAVEMENT AND ADJUST <br />FLOW LINE FOR DRAINAGE INTO EXISTING CATCH BASIN. <br />SEE SECTION AA. <br />4 CONSTRUCT ASPHALT TRANSITION RAMP. <br />5 NEW TIMBER SIGNAL POLE. SEE SIGNAL PLAN. <br />6O REMOVE NATIVE MATERIAL AND CONSTRUCT TIMBER TIE RETAINING <br />WALL SEE SECTION AA. BACKFILL WITH EXCAVATED NATIVE MATERIAL. <br />APPROXIMATE WALL FACE AREA 10 S.Y. TIMBER SHALL MEET THE <br />REQUIREMENTS OF SECTION 9-09 OF THE WSDOT/APWA STANDARD <br />SPECIFACATIONS AND SHALL BE TREATED WITH PENTACHLOROPHENOL <br />p7 EXISTING CATCH BASIN TO REMAIN. LOCATE NEW EXTRUDED <br />CONCRETE CURB AT BACK OF CATCH BASIN. <br />QMAINTAIN EXISTING STOP SIGN IN USE UNTIL SIGNAL IS <br />TURNED ON. SIGN MAY BE RELOCATED BEHIND NEW TIMBER <br />RETAINING WALL DURING CONSTRUCTION, AFTER SIGNAL TURN —ON, <br />REMOVE SIGN AND POST AND RETURN TO CITY OF EVERETT SIGN <br />SHOP, LOCATED AT 3200 CEDAR STREET. <br />O9 SAW ASPHALT PAVEMENT FROM CATCH BASIN TO EXISTING <br />CURB. SAWCUT LINE TO BEGIN 1 FOOT FROM FACE OF EXISTWG <br />CURB. <br />10 TERMINATION OF ASPHALT SIDEWALK AT DRIVE"Y, <br />I z I I <br />z z z z <br />r U U U U <br />W W W W <br />V (A V) V) V) <br />MM40—YY Wfp CHANGED WHAT? <br />I I � <br />I I � <br />I I <br />a I I r+ <br />t` E I <br />X L i NO. DATE BY I REVISION <br />NAME: M:\2670—T4.DWG DATE: SEP 06, 1994 TIME: 9:33 AM <br />c <br />HEIGHT <br />VARIES <br />3' MAX <br />NATIVE <br />MATERIAL <br />TIMBER SIGNAL POLE <br />TIMBER TIE RETAINING WALL <br />MIN. SIZE TIMBER 4" x 6" <br />DOWELED TOGETHER MAXIMUM <br />3' ON CENTER <br />ASPHALT CLASS B <br />\-V CRUSHED <br />SURFACING <br />TOP COURSE <br />SECTION AA I' MIN <br />NOT TO SCALE <br />CUNC. CURB <br />4!" COMPACTED DEPTH <br />CLASS B ASPHALT <br />CRUSHED SURFACING TOP <br />COURSE 6' WNA" <br />EXISTING <br />PAVEMENT <br />I EXIST'G <br />L._ M —� <br />Y ASPHALT CLASS B <br />SLOPE 2% <br />EXIST'G <br />Y CRUSHED CURB AND GUTTER <br />SURFACING TOP COURSE------------ <br />2.5' <br />NATIVE MATERIAL <br />SECTION BB <br />NOT TO <br />Scale: <br />1L Horiz: AS NOTED <br />Vert: AS NOTED <br />Designed By: <br />B. SAUR <br />Inspected By: <br />l W.O. No.----- <br />2670 <br />9-08-94 <br />SAWCUT LINE <br />EXIST'G PAVEMENT <br />WIRE SCHEDULE. <br />h <br />WIRE NOTE/RACEWAY (S"DULE 80 CONDI IT REQUIRED FOR ALL STRUT <br />ale Rom <br />®aoaooa©��o <br />maoa0000a <br />A,��®����r <br />i_ <br />do <br />SIGNAL 14EADS <br />®�a���ad�� <br />.�®=mrmm®=®®m®=, <br />�r�■����r��■■a�i� <br />rs� <br />Maimm <br />���oai�ifa��■��■��a� <br />m�a��� <br />��a� <br />a�a�a <br />�a��� <br />�■r�aia�s�� <br />w4mmmm <br />■�■�im <br />mm <br />PEDESTRIAN <br />SIGNAL HEADS <br />AND <br />PUSN BUTTONS <br />=ice <br />■a <br />■��ara�����a���©.ai©�� <br />�......�..�.. <br />i <br />LOOP <br />DETECTOR <br />WIRE <br />�maia� <br />�■������■ <br />�����s��a�r■r� <br />..• <br />. <br />OVA= <br />,�a�a� <br />�■�ra�■a��a���■ <br />■ao�a�� <br />KEY: EX me EXISTING, N m NEW, P •o PVC <br />CONDUIT, R w RIGID METAL <br />CONDUIT, SP <br />me $PAN WIRE: <br />CONDUCTOR <br />NOTES <br />3SC"20 - <br />3 CONDUCTOR NO. 20 AWG, OPTI00M 0138 CABLE OR EOIJAL <br />6,2500 PAIR <br />#IS <br />- INTERCONNECT: 50, 25 <br />b 6 PAIR <br />NO. 19 AWG CABLE, <br />(APPROX. AREA 0.07 SO IN) <br />REA SPEC PE-39 (UNDERGROUND), <br />PE-38 (AERIAL). <br />IOCb%14 - <br />10 CONDUCTOR NO. 14 AWG $TRAM= CABLE, IMSA SPEC 20-1-IU4. <br />('Pf%OX. AREA 8PR*0.32 SO IN, <br />25PR.0.82 SO IN, <br />(APPROX. AREA 0.29 SO IN) <br />(5OPR•1.43 $0 IN) <br />7Cb#14 — <br />7 CONDUCTOR NO. 14 AWG STRANDED CABLE <br />IMSA Sl 20-I-I"4. <br />04 <br />- SINGLE CONDUCTOR NO. <br />4 AYG, TYPE <br />USE INSULATION, <br />(APPROX, AREA 0.17 SO IN) <br />W%*T SPEC 9-29.3(I). <br />(APPROX <br />AREA 0.10 SC IN) <br />3Cb/14 - <br />3 CONDUCTOR NO. 14 AWG STRANDED CABLE <br />IMSA SPEC 20-1-IM4. <br />06 <br />SINGLETOR NOI. <br />LEOOT <br />6 TYPE <br />U E IN <br />(APPROX. AREA 0.11 SO IN) <br />SOONDIPEC <br />WS <br />(APPROX <br />SC INjN, <br />5Cb/14 — <br />5 CONDUCTOR NO. 14 AWG STRANDED CABLE <br />IMSA SPEC 20-1—I W4. <br />/8 <br />— SINGLE CONDUCTOR NO. <br />8 ANG, TYPE USE INSULATION, <br />(APPROX. AREA 0.14 SO IN) <br />WSOOT SPEC >i-2E1.3(1). <br />(APPROX <br />AREA 0.06 SG IN) <br />3SPCb/ 16 — <br />3 SHIELDED PAIR CABLE NO, 16 AV G, BELDEN 1037A OR <br />012 <br />— SINGLE CONDUCTOR NO. <br />12 AYIG , <br />TYPE USE INSULATION, <br />APPROVED EQUAL. (APPROX. AREA 0.21 SO <br />IN) <br />WSDOT SPEC Q-2ti.3(1). <br />(APPROX <br />AREA 0.06 SO IN) <br />2C" 14 — <br />2 CONDUCTOR SHIELDED NO. 14 AWG, IMSA <br />SPEC 50-2-1U4. <br />PULL CORD <br />— 1/80 DIA NYLON PULL CORD WITH <br />MINIMUM PULL STRENGTH <br />OF 200 L95. <br />2Ct#10 - 2 CONDUCTOR NO. 10 AWG CABLE, WSDOT SPEC 9-29.3(5), <br />POLE AND BRACET FOR LUMINAIRE. (APPROX. AREA 0.14 $0 IN) <br />DETECTOR TERMINATIONS <br />(332 CABINET) <br />CABLE <br />PHASE <br />LOOP NO. <br />CABINET <br />TERMINATION <br />2CSH/14 <br />2 <br />251 <br />12 <br />D <br />L <br />E <br />2CSH/14 <br />4 <br />451 <br />I6 <br />D <br />L <br />E <br />3SPCbe l 6 <br />411 <br />I6 J&K <br />412 <br />I7 D t. <br />E <br />422 <br />17 J 6 <br />K <br />2C%q 14 <br />6 <br />651 <br />Jc^ <br />D <br />d <br />E <br />3S''Cb% 16 <br />6 <br />012 <br />J3 <br />D <br />L <br />E <br />622 <br />J3 J C <br />K <br />CITY OF EVERETT <br />PUBLIC WORKS , DEPARTMENT <br />rie <br />U, <br />SIGNAL DISPLAYS <br />i2e DIA <br />RED <br />I <br />120 DIA <br />YELLOW <br />120 DIA <br />GREEN <br />21,22 <br />41,42 <br />611112 <br />TYPE P MOU IT I (►'re <br />28 ,� <br />48,49 <br />TYPE E MOUNTING <br />29 <br />TYPE D <br />r NauNT'ING <br />SIGNAL IMPROVEMENTS <br />EMERGENCY VEHICLE PRE-EMPTIONS <br />EVP I <br />EVP 2 <br />EVP 3 <br />EVP 4 <br />i <br />1 <br />44 <br />06 <br />NA <br />82 <br />PHASE SEQUENCE DIAGRAM <br />81 82 r3 04 <br />NA � � NA <br />NA I NA NA <br />V <br />65 06 67 68 <br />100TH ST & 7TH AVE SE <br />WIRE NOTES AND <br />CIVIL <br />1 <br />fo <br />IMPR®VEMENTS I 5 � /or rotol I <br />2 %# ■ %f ■ I r_1% M ` v i►� <br />