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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 /> B p <br /> BACK OF S/W LANDING HALF WIDTH 2'-6" <br /> IRAMpLQ6' ON RA W ".'.1 <br /> Q <br /> Mr6 <br /> h <br /> 0 \. <br /> iz �Px <br /> r2 Mx A \2 ‘12 <br /> 0 # <br /> -wAt....,...___:::r:H.:raiaiiErgmfi::i::.: <br /> GROOMED FINISH ALL <br /> I SMOOTH TROWELED 141170. <br /> Pr <br /> BEFORE SMOOTH <br /> PERIMETER AFTER B �_ NOTE. EDGE TROWELED <br /> BROOMED FINISHED <br /> c O PLAN ALL RAMP DIMENSIONS ARE MEASURED <br /> 82 © ALONG BACK OF SIDE WALK. JOINT <br /> LINES ARE RADIAL FROM CENTER. <br /> a RAMP LANDING RAMP CL <br /> � <br /> r <br /> � d. — Bl RAMP <br /> ACJILIN v- L i f wire �� © <br /> 0 <br /> IN 0 <br /> r <br /> SECTION A—A AIN A11 (�� <br /> �� �� `-� <br /> O 5.0' MIN ID <br /> I0 <br /> LANDING 6" MIN. MAX. M <br /> 0 2.0' A l 5/8" 2 3/8" --►j C <br /> C 7/16" 3/4" <br /> �cn � D 7/8" j 1 7/16` D <br /> I o O 18" <br /> DETECTABLE WARNING PATTERN <br /> Q 0 B—B <br /> NOTES: <br /> I p. 1 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC <br /> SECTION 8-14.3(3). <br /> I-- <br /> = <br /> 0c 2 CURB RAMPS SHALL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED FROM ADJACENT <br /> I6 SIDEWALK BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> 3 GUTTER SECTION AT CURB RAMP SHALL NOT BE POURED INTERGAL WITH ADJACENT GUTTER SECTIONS AND <br /> o SHALL BE ISOLATED BY A 3/B" FULL DEPTH EXPANSION JOINT. <br /> 0 4 CURB RAMP AND GUTTER SECTION AT CURB RAMP MAY BE POURED AS AN INTERGAL SECTION. <br /> p 5 6"W X 10"H X 17'/18'L POURED IN PLACE CONCRETE CURB. INTERGAL WITH RAMP. <br /> en <br /> I �; 6 THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB SECTION. <br /> 0 7 TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY STD DWG 305A. <br /> I °6 8 FOR RETROFIT INSTALLATION SAWCUT AND REMOVE EXISTING SIDEWALK TO FIRST EXISTING JOINT EITHER SIDE <br /> m OF NEW RAMP. SAWCUT AND REMOVE EXISTING CURB AND GUTTER SECTION AS REQUIRED. SAWCUT EXISTING <br /> PAVEMENT AS REQUIRED FOR FORMING OF NEW CURB AND GUTTER. PATCH PAVEMENT AS REQUIRED. <br /> 8 <br /> I <br /> 9 FLUSH WITH GUTTER (NO LIP PERMITTED) <br /> , 5182008 <br /> CITY OF EVERETT TYPE D CURB RAMP b <br /> PUBLIC <br /> EPART NTS Date: <br /> 310D <br /> COE Std Dwq: <br />
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