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Marshbank Construction 5/9/2016
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Marshbank Construction 5/9/2016
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Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Marshbank Construction
Approval Date
5/9/2016
Council Approval Date
4/16/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
41st St to W Marine View Dr Corridor Imprvts
Public Works WO Number
PW 3472
Tracking Number
0000049
Total Compensation
$2,758,753.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Marshbank Construction 1/25/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
MARSHBANK CONSTRUCTION 3/26/2018 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Marshbank Construction 6/26/2017 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> SMOOTH TROWELED 110 GROOMED FINISH ALL <br /> PERIMETER AND JOINTS 0 SURFACES BEFORE <br /> I AFTER GROOMED FINISH B . SMOOTH TROWELING <br /> A EDGES AND JOINTS r BACK OF S/W <br /> zI / Q cZ <br /> o 0 DWN ti ,DWN N <br /> © i1:12MAX IEEE. 1:12 MAX / 0 <br /> RAMP __y_�_5.0' LANDING-��— RAMP �/ <br /> I <br /> 6.0' MIN 6.0' MIN FOC <br /> Iit& <br /> CROSSWALK <br /> (SEE STD DWG 721) B .0— 0 O <br /> PIAN <br /> Ic MIN-0-- <br /> t 5.0' MIN <br /> —RAMP 6' MIN LANDINGS—RAMP 6' MIN <br /> cL <br /> o , 1 CL <br /> °''-'j <br /> --- 1._.• 14 <br /> B RAMP <br /> ,-I 10 OhiI 4 <br /> /11 <br /> CN1O O 5.0' MIN A—A ����� \ <br /> I - _ LANDING SECTION <br /> } 4 <br /> 2.0' 1 <br /> rAAN <br /> oM' o MIN. MAX. is mr <br /> Him <br /> Al 5/8" 2 3/8" <br /> o' B 5/8" 1 1/2" <br /> C 7/16" 3/4" ---0—IC� <br /> a 0 10 D 7/8" 1 7/16" <br /> Q <br /> o SECTION B-B �� 0 <br /> DETECTABLE WARNING PATTERN <br /> NOTES: <br /> I J 1 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC <br /> SECTION 8-14.3(3). <br /> 0 <br /> 2 CURB RAMPS SHALL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED FROM ADJACENT <br /> SIDEWALK BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> Lil 3 GUTTER SECTION AT CURB RAMP SHALL NOT BE POURED INTEGRAL WITH ADJACENT GUTTER SECTIONS AND SHALL <br /> cc <br /> BE ISOLATED BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> 4 CURB RAMP AND GUTTER SECTION AT CURB RAMP MAY BE POURED AS AN INTEGRAL SECTION. <br /> 0 5 TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY STD DWG 305A. <br /> F 6 FOR RETROFIT INSTALLATION SAW CUT AND REMOVE EXISTING SIDEWALK, CURB AND GUTTER SECTION ALONG NEW <br /> EXPANSION JOINT LOCATION. SAW CUT EXISTING PAVEMENT AS REQUIRED FOR FORMING OF NEW CURB AND <br /> 5 GUTTER. PATCH PAVEMENT AS REQUIRED. <br /> I6' <br /> 7 FLUSH WITH GUTTER (NO LIP PERMITTED) <br /> to <br /> 8 MID BLOCK CROSSINGS OF STREETS WITH STOP CONTROL ARE ALLOWED 2% MAX CROSS SLOPE AND 5% RUNNING <br /> o SLOPE. CROSSINGS WITHOUT STOP CONTROL ARE LIMITED TO A 5% MAX SLOPE IN EITHER DIRECTION. REFER TO <br /> GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS—OF—WAY. <br /> Iro•-- 9 A MIN OF 4' OF THE RAMP WIDTH MUST FALL WITHIN THE CROSS WALK SERVED BY THE RAMP. <br /> 10 6"W X 10"H X 17'/18'L POURED IN PLACE CONCRETE CURB. INTEGRAL WITH RAMP. <br /> IoU <br /> W '-, , 5/19/2011 <br /> ,,..-_—.A <br /> CITY OF EVERETT TYPE C CURB RAMP Date: <br /> PUBLIC WORKS <br /> Iu <br /> RETT DEARTMENT 310C <br /> COE Std Dwq: <br />
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