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1 12 1 3 14 <br />19 <br />NOTE TO CONTRACTOR: FOR CURRENT CITY STANDARD DRAWINGS, VISIT <br />http://everettwo.gov/1531/design-construction-standards, AS CITY <br />STANDARDS ARE UPDATED FREQUENTLY. STANDARD DRAWINGS INCLUDED <br />HEREIN SHALL BE FOR REFERENCE ONLY. ALL CONSTRUCTION SHALL BE <br />PER CURRENT CITY STANDARDS AT THE TIME OF CONSTRUCTION. <br />A <br />FRAME AND VANED GRATE <br />PIPE ALLOWANCES <br />PIPE MATERIAL. <br />MAXIMUM <br />INSIDE <br />DIAMETER <br />REINFORCED OR <br />PLAIN CONCRETE <br />12" <br />ALL METAL PIPE <br />15" <br />*CPSSP <br />WSDOT STD, SPEC. 9-05.20 <br />12" <br />SOLID WALL PVC <br />is" <br />WSDOT SM. SPEC, 9-05.12 1 <br />PROFILE WALL PVC <br />1S„ <br />WSDOT STD. SPEC. 9-05.12 2 <br />t�` * CORRUGATED POLYETHYLENE <br />STORM SEWER PIPE <br />2" 4", W ,12" OR 24„ <br />ONE #3 BAR HOOP FOR 6- HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />B <br />I#3 BAR EACH � I ``" � � � #3 BAR Acts j <br />CORNER r <br />18" MIN <br />##3 BAR HOOP <br />NOTES <br />1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR <br />SHOWN IN THE PRECAST BASE SECTION, FIBERS <br />(PLACED ACCORDING TO THE WSDOT STANDARD <br />SPECIFICATIONS), OR WIRE MESH HAVING <br />MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT <br />SHALT, BE USED WITH THE MINIMUM REQUIRED <br />REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE <br />SECTION. WIRE MESH SHALL NOT BE PLACED IN THE <br />KNOCKOUTS, <br />2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER <br />THAN 2V*. KNOCKOUTS SHALL HAVE A WALL <br />THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. <br />PROVIDE A 1.5" MINIMUM GAP BETWEEN THE <br />KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. <br />AFTER THE PIPE IS INSTALLED, FILL THE CAP WITH <br />JOINT MORTAR IN ACCORDANCE WITH STANDARD <br />WSDOT SPECIFICATION 9-043. <br />3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE <br />TO THE LOWEST PIPE INVERT SHALL BE 5.5', <br />4. THE FRAME AND GRATE MAY BE INSTALLED WITH <br />THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE <br />ADJUSTMENT SECTION WITH FLANGE UP. <br />S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED <br />FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE <br />OF 1:24 OR STEEPER. <br />6. THE OPENING SHALL BE MEASURED AT THE TOP OF <br />THE PRECAST BASE SECTION. <br />7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER <br />THE BASIN HAS BEEN PLACER. <br />20" x 24" <br />/ •+, #3 BAIL HOOP ace i ivn N-H <br />,,. WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE <br />'" .. CITY OF EVERETT <br />#3 BAIL EACH SIDE PUSUC WORKS DEPARTMENT NOTES <br />#3 BAR EACH WAY 1. USE WITH DETAIL B3/C3.7 FRAME. <br />PRECAST BASE `, ALTERNATIVE PRECAST EASE SECTION �� *" " ` " `� 0B,7 2B17 2. MATERIAL TO CONFORM TO WSDOT STANDARD SPECIFICATION 9-05.15(2). <br />(SEE NOTE 1) 3. GRATE SHALL BE PRODUCT NO. 0075079 AS MANUFACTURED BY EAST <br />CATCH BASIN TYPE 1 402 JORDAN IRON WORKS OR APPROVED EQUAL. <br />4. INSTALL WITH STANDARD STAINLESS STEEL BOLTS (PART NO. 00981177) <br />RI� CATCH BASIN TYPE 1 BEE HIVE GRATE <br />SCALE: N.T.S. <br />291/4" <br />NOTES <br />1 S/8" 7/$" 3/4'" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE <br />20"X24" GRATES OR COVERS AS SHOWN ON <br />STANDARD DRAWINGS 409, 410 AND 411, <br />2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL <br />FRAMES, GRATES AND COVERS UNLESS SPECIFIED <br />OTHERWISE IN THE CONTRACT, PROVIDE TWO HOLES <br />IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH <br />C <br />THE GRATE OR COVER SLOTS. THE FRAME SHALL <br />ACCEPT THE 5 s a NC X 2 STAINLESS STEEL <br />N TY <br />BOLT -DOWN HOLE P <br />.� P RECESSED ALLEN HEAD CA SCREW I3FINC TAPPER , <br />" - <br />5/8 11 NC; SEE BOLT <br />`� OR OTHER APPROVED MECHANISM. LOCATION OF <br />DOWN DETAIL AND NOTE 2 <br />BOLT DOWN HOLES VARIES BY MANUFACTURER. <br />3. REFER T4 WSDOT STANDARDS SPECIFICATION <br />�. „�-05.1512I AND DESIGN CONSTRUCTION STANDARDSA <br />A AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br />Ar REQUIREMENTS. <br />i <br />1-0 21/2" <br />tn <br />FRAME CAST INTO <br />6" OR 12" PRECAST` <br />DETAIL B ADJUSTMENT <br />".SECTION_ <br />SEE STANDARD <br />DRAWINGS 401, <br />402,403 OR 404 <br />FOR ADJUSTMENT FLANGE <br />SECTION DETAILS UPWARD <br />SCALE: N.T.S. <br />1/2" THICK WEBS, 8 PLACES --- y NOTES <br />1" DIAMETER LIFT E FRAMES <br />1. MANHOLE ES SHALL. BE GRAY IIRONHOLE(TYP), <br />3 PLACES CONFORMING TO THE REQUIREMENTS OF AASHTO M <br />105, GRADE 308. <br />3 RAISED LETTERS <br />" <br />3/8" HIGH CLEATS AND UTTERS 2. MANHOLE COVER TO BE DUCTILE IRON CONFORMING <br />WITH 1 VERTICAL TAPER <br />R TO AsrM AS36 GR 80-5 <br />3/4"0' BASE,1/2"x2-3/4" TOP <br />3. LOCKING COVER TO BE USED AT OFF-STREET <br />2 51%- TYP LOCATIONS AND OTHER LOCATIONS AS DIRECTED. <br />THE COVER SHALL BE LOCKED CLOWN WITH 3-5/8- S.S <br />A A <br />SOCKET HEAD CAP SCREWS. <br />0 4. FRAME AND COVER SMALL BE TESTED FOR ACCURACY <br />OF FIT AND SHALL BE MARKER IN SETS FOR DELIVERY, <br />3/4" RIBS, 6 PLACES <br />S. SHALL BE USED ONLY WHERE DIRECTED BY THE CITY <br />OR APPROVED IN ADVANCE. <br />1" iYP <br />6tI° <br />120. 3t1° LOCATION OF CAM LOCKS <br />ON LOCKING TYPE COVERS <br />PLAN <br />261/4" <br />p__l_ 9 F991 <br />27 314" <br />cc 261/2- n <br />0 <br />233/4' <br />K <br />a <br />1 7f. <br />5" 24" 5" <br />SECTION A -A <br />_ � STANDARD MANHOLE FRAME AND COVER <br />J SCALE: N.T.S. <br />TOP <br />241/4" <br />STAINLESS STEEL <br />RECESSED ALLEN <br />HEAD CAP SCREW <br />5/8"-11NCx2 <br />GRATE <br />ANY <br />THICKNESS Of <br />PRECAST <br />FRAME <br />FLANGE DOWN ADJUSTMENT <br />SECTION <br />8 <br />WSDOT STD PLAN B-30.1tI 1, ACCEPTABLE <br />SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br />y� <br />DETAIL B <br />SCREWS MUST BE STAINLESS STEEL <br />CITY OF EVERETT <br />R <br />SECTION A_A <br />BOLT -DOWN DETAIL <br />PUSLIC WORKS DEPARTMENT <br />'usass <br />E T <br />(S ENO_E2 <br />r� <br />tc�euw As 1 ov <br />RECTANGULAR FRAME <br />40 6 <br />(REVERSIBLE) <br />RECTANGULAR FRAME <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />sass r i wne 123672ov <br />STANDARD MANHOLE <br />FRAME & COVER 611 <br />SCALE: N.T.S. <br />• <br />J <br />m <br />� <br />o <br />m <br />w <br />m <br />> <br />o <br />w <br />w <br />m <br />w <br />w <br />o <br />V) <br />0 <br />0 <br />N <br />Cy <br />O <br />O <br />O <br />(n <br />N <br />N <br />O <br />O <br />[ <br />r <br />oN <br />ck� <br />M <br />0 <br />Z <br />Y <br />N <br />Y <br />N <br />N <br />C <br />J <br />O �� <br />W <br />z <br />J <br />a <br />U <br />W <br />a <br />J <br />w <br />N <br />• <br />Z <br />� <br />a <br />a <br />N <br />a <br />g <br />O <br />N <br />T� <br />~ <br />LL. <br />s <br />i <br />Old <br />- <br />Im <br />V3 <br />w <br />w <br />Im" <br />s <br />N <br />Z <br />M <br />W <br />W <br />et <br />W <br />V ♦ <br />2 <br />Z <br />U <br />M <br />M <br />s <br />in <br />w <br />L) <br />in <br />� <br />LILT <br />Z <br />O <br />w <br />a <br />14_ <br />IL <br />a <br />W <br />w <br />a <br />■ <br />o <br />to <br />� <br />11-- <br />0 <br />� <br />N <br />a <br />�z>0)�� <br />Q <br />W <br />00 <br />= <br />�- <br />� <br />W <br />O-'`t <br />�, <br />Lo <br />r. <br />Um <br />_ <br />Z <br />0 <br />i <br />t` <br />W <br />= <br />J <br />O� <br />H <br />Z <br />~ <br />_ <br />ZUj <br />0 <br />Q <br />Z <br />Z <br />o <br />O <br />CO <br />m <br />O <br />in <br />Uw <br />Q <br />a <br />w <br />a <br />a <br />co <br />J <br />Imo- Q <br />W LL <br />1 <br />�� a <br />W� <br />Z W <br />W <br />z <br />7H <br />`_ <br />O J Z <br />W <br />W <br />_jW H <br />Uj 9 <br />a <br />:;F( �> x <br />� ac 10 <br />SHEET NO. <br />C3.7 <br />PROJECT NO. <br />17754 <br />