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<br />a" OF SEC. 23p 4:
<br />s
<br />45 DEG. r'- � <.• v.. n-�,... •..�••°-. j'�:C, $J $TA'98:9 &"bd #�'i,. $ �4f./4n.�rP # R i14^aP� 'sbt a�a yt.g* 8 e� e d �
<br />NOTES 4`t CLR �; ROCKERY CAP OR
<br />CORNERS MAX TYP 'MAX TO; CL 1 FINISHED GLADE 1, ALUMINUM PEDESTRlA 1 GUARD SMALL RE FABRICATED AND INSTALLED IN1. THE INTENT OF THIS DESIGN 15 TO FACILITATE THE MITERED - ACCORDANCE WITF! THESE SPECIAL PROVISIONS AND THIS DRAWING.
<br />COMPACTION OF HOT MIX ASPHALT PAVEMENT TYPE
<br />ADJACENT TO A DRAINAGE STRUCTURE. � � � � g � 2 GUARDRAIL - HALL RE NATURAL ALUMINUM COLOR.
<br />rt �le 51 - 0n �. � $ � � COMPLETED ALUMINUM GUARD UNITS SHALL RE ANODIZED AFTER FABRICATION
<br />-_-._-_ -_-.-� 2. THE CENTERLINE OF THE DRAINAGE STRUCTURE
<br />�, � CONFORMING TO,THE REQUIREMENTS fi�F T ICE ALt�N+tlll�t� ASSOCIATION STANDARD
<br />MAY DIFFER FROM THE CENTERLINE OF THE FRAME f _ FOR ANODIZED ARCHITECTURAL ALUMINUM, CLASS I ANODIC COATING, AA-02-A41.
<br />, AND GRATE.
<br />- 3/8tlFULL DEPTH
<br />fJ r` 4 WELDING SHALL CONFORM TO THE REQUIREMENTS OFTHE "SPECIFICATIONS FOR
<br />:
<br />EXPANSION JOINT -
<br />ALUMINUM TRUCTtES" OF THE ALUMINUM ASSOCIATION. ALL EXPOSED WELDS
<br />SHALL BE GROUW PLUSH WITH ADJACENT SURFACES,
<br />>,
<br />,i ,�3 � _ ,• � y::. �_ �'t'IE AS e 1'�E�'AL FOP. ALt.#II'.�+11.!!!fl G4JARD HALL RE �+tSA ALLO S I !'+1 T
<br />_ I , I - PIPE AND TUBING SHALL BE EXTRUDED. CONFORMING TO THE REQUIREMENTS OF,
<br />ASTM B 429, PLATES AND SHEETS SHALL BE ROLLED CONFORMINGTO ASTM R 209,
<br />Fi' : AND ODS, I ARS OR SHAPES: SHALL BE EXTRUDED CONFORMING TO ASTM B 2?11:
<br />y_
<br />3 " L I 1312" LEI STAt�I�AW PI F HORIZONTAL; RAIL; AND VERTICAL SUPPORT POSTS:5ITALL E 1 if 2 It
<br />DIAMETER
<br />ER
<br />-TYPE A-1 CURB - - -- STANDARD PIPE `'._ f r STANDARD ALUMINUM PIPE, AND BALUSTERS SHALL RE 3/4 INC1I DIAMETER
<br />AND GUTTER. �-1_- �-` .��
<br />` SEE DETAIL B
<br />SEE STANDARD '',1�t,; ;� It :. �, STANDARD ALUMINUM PIPE- FLAILS, POSTS, AND BALUSTERS SMALL E MACHINE CUB`
<br />DRAWING 307. 1 TOP F CON RETE �u LL ELEVATION
<br />I TOP PROVIDE UNIFORM LE GTt� S I R TO ASSEMBLY.
<br />` A 7. GUARD SHALL BE ELECTED AND ADJUSTED, IF NECESSARY, To ASSURE A CONTINUOUS
<br />' RECTANGULAR FRAIVIE AND GRATE.
<br />GUTTER PAN NOT INCLUDED IN CURB AND GUTTER BID ITEM LINE AND GRADE
<br />FACE OF CENTERLINE OF NOTE
<br />S CURB i `- FRAME & GRATE. /
<br />SEE NOTE 2 CATCH BASIN U ER PAN
<br />' 1. PROVIDE SLIP JOINTS AT STAIRWAY € I.PANSI N JOINTS AND AT EVERY 24 FEET ON CENTER MAXIMUM,
<br />qa� y, VIEW 'GALVANIZEDTEES PEDESTRIAN GUARD NOTES
<br />1. GALVANIZED. PEDESTRIAN GUARD SHALI. BE FABRICATED AND INSTALLED 1N
<br />MATCH
<br />61/2" 13" ROADWAY
<br />ACCORDANCE WITH i I ESE SPECIAL PROVISIONS I IS AND THIS DRAWING.
<br />/ f
<br />5 1 2„ 1 1t, f SLOPE--- -- _ 2. STEEL GUARD MATERIALS SMALL BE WELDED OR SEAMLESS STEEL WIPE CONFORMING`
<br />/ _ SLOPE THE GUTTER PAN DOWN TO r '
<br />PCaT !F AL ONCE
<br />"' - R I; THE RECTANGULAR FRAME / TYP EACH POST FC?I ° TO TFIE REQUIREMENTS OF ASTM A'3, STJCTIIR4L STEED CCDNFCCJaRMIIV TO1SI Jet A.
<br />1/2 R r l t/ �--- -.. IF OI�I SIDEWALK OR
<br />;. : , . ALL RAIL SECTIONS r 36, OR TUBULAR SECTIONS €�F HOT ROLLED MILD STEEL, CONFORMING TO ASTM A 5U1-
<br />r 5,t '" YP-�ORETEALL I FINI#JEI1GBAiE
<br />- - --- ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL
<br />RECESSr
<br />''�� 1/2'1 R
<br />/ ;-TOP OF
<br />2 ;r '_, � .-�, ,`.: :' sx4 (. ,� ,., <. '< NON. -SHRINK GROUT WELDING Iy01�E aStVS I�1.1. AFTER FABRICATION EACH SECTION OF RAILING SHALL BE
<br />ROADWAY �` :OUNCES f fHOT-DIPPED GALVANIZED WITH AIiIlINlMUCt ZIC�I COATING OF 2 O NOES PER _SOUARE
<br />B TEEN SLEEVE I
<br />SLOPE GROUT
<br />_.:; ,•.., :. :: ,:._ ::.: crP ._.-.,...cAv�y>- �.. �: �• EDP'RI06tT0GALVANIZING.
<br />-,. .F• ._ :..: .� . , _. ---- ' , _ a � _ F083T. ALL BURRS Af°3L} SHARP EDGES SI-IALI= BE REt�r`l0li
<br />_ r
<br />1
<br />AND POST
<br />Y:
<br />) TO DRAIN
<br />.^ - �.:
<br />t -`FOP OF 3. FIELD WELDS SHALL BE GALVANIZED WITFJ SUCH MATERIALS AS .GALALLCDY OR.
<br />"t e 0 - TOP OF. °� it ALV CON PAINTING OF WELDS WILL NOT BE PERMITTED,
<br />CONCRETE WALL SIDEWALK OR G I
<br />o u
<br />} FINISHED GRADE
<br />ADJUSTMENT SECTION. f .%� � HALL B E 11 2 1NCH DIAMETER
<br />_. s :. >- � T'YPr t� � � � �' _ 4. I-IORIZCSIiITAL RAII.S, t�f�l� VERTICt�L SIv11$I�OP4T 1�OaT�t 5 E B J
<br />NOT INC
<br />LUDED !I CURB !r _ 1 TACK WELD
<br />AND BALUSTERS SHALL BE 3J INCH DIAMETER STANDARD WEIGHT GALVANIZED STEEL
<br />AND GLITTER BID ITEM , �
<br />f 1kA x OPPOSITE OF a ¢Y Ai�I BALUSTERS 'SHALL BE t�11AC&f1E CUT TO PROVIDE A UNIFORM
<br />w I a ILS% PO
<br />� �. PIPE. RA POSTS
<br />TRAFFIC TAP `;-
<br />--DRAINAGE STRUCTURE. ` .:. --- LENGTH PRIOR TO ASSEMBLY.
<br />NOT INCLUDED IN CURB � `' �`
<br />AND GUTTER BID ITEM
<br />5. GUARD D SHALL ELI; IF NECESSARY,,TO ASSURE A CCtNTIN1J,0US
<br />WSDOT STD PLAN F-10,16-00 ACCEPTABLE SUBSTITUTE s l n
<br />LIME AGRADE,
<br />L!� BE ERECTED ANDADJUSTED,
<br />SECTION f` I�II)
<br />16 GAUtSE
<br />x�
<br />GALVANIZEb STEEL
<br />=�T'g`P
<br />CITY OF EVERETT
<br />EVERETTR f_ SLEEVE (3" MIN DIA y.
<br />i{ 1 X 8" MIN DEPTH) .:.PUBLIC PUBLIC WORKS 6 DEPARTMENT ELEVATION SECTION -A -A }
<br />U' ry - _ sWi
<br />`-/� - LT!£nomr Sr.;<aMvcte+ Cb0.�abt, Crew d° G✓:^^P3�rCWx 1 t t� rcvf✓„+p,>f
<br />�RYfiNSkSS Ys3PAH0�D PAUI MWEIM 6.6EfREESE i?�'AC�SASS Pk4a 'ts11LHE¢ftt fr ii �/] /2117.
<br />/ 1/3/2019
<br />= / SLIP JOINT & RAIL CONNECTIONS.TO POSTS POST MOUNTING PEDESTRIAN GUARS
<br />ISI�IiIETRIVIEW
<br />CEMENT CONCRETE GURU DETAIL DETAIL 333
<br />oar { AND GU343
<br />TTER
<br />COTRTIOI�I
<br />j (ALUMINUMGALVANIZEDSTEEL
<br />era
<br />NOTES
<br />FRAME AND VANED GRATE
<br />21' Ott, 6", 1211 OR 24"
<br />-- ONE #3 BAR HOOP FOR 6" HEIGHT
<br />INCREMENT, SPACED EQUALLY
<br />RECTANGULAR ADJUSTMENT SECTION
<br />s° I
<br />#3 BAR EACH
<br />CORNER
<br />I �
<br />#3 BAR HOOP f I
<br />#3 BAR EACH SIDE
<br />i IT.
<br />I ##3 BAR EACH WAY
<br />' PRECAST BASE SECTION
<br />PIPE ALLOWANCES
<br />MAXIMUM
<br />PIPE MATERIAL
<br />INSIDE
<br />DIAMETER
<br />REINFORCED OR
<br />12"
<br />PLAIN CONCRETE
<br />ALL METAL PIPE
<br />1511
<br />*CPSSP
<br />12"
<br />(WSDOT STD. SPEC_ 9-05.20) ..._
<br />_ _-_--
<br />SOLID WALL PVC
<br />1Stt
<br />(WSDOT STD. SPEC. 9-05.12(1. )
<br />PROFILE WALL PVC ��1Slt
<br />_jWSDOT STD. SPEC. 9-05.12(2
<br />CORRUGATED POLYETHYLENE
<br />STORM SEWER PIPE
<br />ALTERNATIVE PRECAST BASE St�A
<br />(SEE NOTE 1)
<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 A
<br />MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT
<br />SHALL 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 20". 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 GAP WITH
<br />JOINT MORTAR IN ACCORDANCE WITH STANDARD
<br />WSDOT SPECIFICATION 9-04.3.
<br />3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE
<br />TO THE LOWEST PIPE INVERT SHALL BE 5.51.
<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 ATTHE TOP OF
<br />THE PRECAST BASE SECTION.
<br />7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
<br />THE BASIN HAS BEEN PLACED.
<br />WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE
<br />/
<br />CATCH BASIN FRAME AND
<br />VANED GRATE OR
<br />f
<br />MANHOLE RINGS AND COVER
<br />RECTANGULAR ADJUSTMENT
<br />/
<br />SECTION OR CIRCULAR
<br />ADJUSTMENT SECTION
<br />FLAT SLAB TOP
<br />STEPS OR
<br />--- LADDER
<br />SEE TABLE
<br />- MORTAR TYP
<br /><;Z
<br />:z
<br />j 4
<br />Ln!
<br />1-ij
<br />- FLOW
<br />FLOW
<br />MORTAF
<br />FILLET -
<br />SEPARATE BASE
<br />PRECAST
<br />-- REINFORCING
<br />STEELTYP
<br />12-1
<br />INTEGRAL BASE
<br />PRECAST WITH RISER
<br />(48" TO 72" ONLY) - GRAVEL
<br />BACKFILL FOR
<br />PIPE ZONE
<br />BEDDING
<br />�FrfAnm a r: L"AiL. GRAVEL IJACKI ILL FOR
<br />CAST -IN -PLACE PIPE ZONE BEDDING
<br />PIPE ALLOWANCES
<br />CATCH
<br />PIPE MATERIALWITHMAXIMUM
<br />INSIDE DIAMETER
<br />BASIN
<br />DIAMETER
<br />'--
<br />CONCRETE
<br />ALL
<br />METAL
<br />CP55P SOLID
<br />WALL
<br />(a) i PVC (b)
<br />PROFILE
<br />WALL
<br />PVC (c)
<br />48"
<br />2411
<br />30"
<br />24" 30"
<br />3011
<br />54't
<br />3011
<br />361t
<br />30" 1 36"
<br />3611
<br />60"
<br />36"
<br />42't
<br />36" 1 42"
<br />4211
<br />72"
<br />1 42"
<br />54"
<br />42" 48"
<br />481E
<br />g4'°
<br />S4"
<br />60"
<br />54" �18"
<br />4""
<br />96"
<br />60"
<br />72`°
<br />60" I 4$"
<br />48"
<br />a. CORRUGATED ,. •r I" *'' r s
<br />STANDARD PLAN i !
<br />b. er' STANDARD PLAN '
<br />c. W5DOT STANDARD,` 0
<br />CATCH BASIN DIMENSIONS
<br />CATCH
<br />BASIN
<br />a DIAMETER
<br />WALL
<br />THICKNESS
<br />BASE
<br />THICKNESS
<br />MAXIMUM
<br />KNOCKOUT
<br />SIZE
<br />MINIMUM
<br />DISTANCE
<br />BETWEEN
<br />KNOCKOUTS
<br />48"
<br />4"
<br />6"
<br />36"
<br />81t
<br />-54"
<br />4.5"
<br />prt �
<br />S811
<br />42"
<br />8t1
<br />60"
<br />5-1
<br />8"
<br />8H
<br />72'
<br />6"
<br />$"
<br />60"
<br />12,r
<br />-
<br />8451
<br />Btr
<br />12"
<br />72"
<br />12"
<br />961
<br />-
<br />12'1
<br />84"
<br />12"
<br />1, NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR
<br />LESS.
<br />2, THE BOTTOM OF THE PRECAST CATCH BASIN MAY
<br />BE SLOPED TO FACILITATE CLEANING.
<br />3. THE RECTANGULAR FRAME AND GRATE MAY BE
<br />INSTALLED WITH THE FLANGE UP OR DOWN. THE
<br />FRAME MAY BE CAST INTO THE ADJUSTMENT
<br />SECTION.
<br />4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF
<br />2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A
<br />1.5" MINIMUM GAP BETWEEN THE KNOCKOUT
<br />WALL AND THE OUTSIDE OF THE PIPE, AFTER THE
<br />PIPE IS INSTALLED, FILL THE GAP WITH JOINT
<br />MORTAR IN ACCORDANCE WITH WSDOT
<br />STANDARD SPECIFICATION 9-04.3.
<br />5. CONCRETE STRUCTURE SHALL MEET THE
<br />REQUIREMENTS OF AASHTO M199.
<br />6. FOR MANHOLE COVER SEE STANDARD DRAWING
<br />610 AND 611. REFER TO DESIGN AND
<br />CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS SECTION 4 FOR ADDITIONAL
<br />REQUIREMENTS.
<br />7. STEPS PER STANDARD DRAWING 609,
<br />WSDOT STD PLAN B-10.20-01 ACCEPTABLE SUBSTITUTE
<br />4 CITY OF EVERETT
<br />PUBLIC ENT
<br />fC^i FM'r { Se:ti.�MetzS's If?P}!a6'r tYaw�3Y CSj P:-i7
<br />RYRNSASS .__HEATHERGRIFFIFit PAUL ALiF04 L`lREt � '/ T/ {� 7
<br />511-11-
<br />CATCH BASIN TYPE 2 405
<br />r:l`P
<br />
|