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McCann Construction Enterprises Inc 11/7/2018
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McCann Construction Enterprises Inc 11/7/2018
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Entry Properties
Last modified
11/4/2019 9:16:10 AM
Creation date
11/8/2018 10:04:42 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
McCann Construction Enterprises Inc
Approval Date
11/7/2018
Council Approval Date
10/3/2018
Department
Public Works
Department Project Manager
Tom Hood
Subject / Project Title
N Broadway Transit Improvement Project
Public Works WO Number
PW3644
Tracking Number
0001465
Total Compensation
$2,249,764.10
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
McCann Construction Enterprises Inc 10/22/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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Mill V M 1111111 all X IIIIII M M OM 111111 NM lila MI ell M MI IIIIII all <br /> I <br /> 0 NOTES <br /> BROOM FINISH ALL <br /> 1. DETECTABLE WARNING PATTERN AREA SHALL BE <br /> B BACK OF SIDEWALK LANDING HALF WIDTH 2'-6" SURFACES BEFORE YELLOW IN COMPLIANCE WITH WSDOT/APWA <br /> 0 <br /> B 0 <br /> SMOOTH TROWELING STANDARD SPECIFICATION SECTION 8-14.3(3). <br /> EDGES AND JOINTS <br /> 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL <br /> 1 •A RAMP RAMPiiiiiiiiiimummumiWITH SIDEWALK AND SHALL BE ISOLATED FROM <br /> 6'M�N 6'MIN oAdit <br /> 0 ADJACENT SIDEWALK BY A 3/8"FULL DEPTH <br /> EXPANSION JOINT. <br /> © 3. GUTTER SECTION AT CURB RAMP SHALL NOT BE <br /> POURED INTEGRAL WITH ADJACENT GUTTER <br /> p a SECTIONS AND SHALL BE ISOLATED BY A 3/8" <br /> 1 1`2�/ygk 1.liA� FULL DEPTH EXPANSION JOINT. <br /> Q nJ <br /> 4. CURB RAMP AND GUTTER SECTION AT CURB <br /> X \ RAMP MAY BE POURED AS AN INTEGRAL <br /> + 0 SECTION. <br /> ry \ <br /> 4%, =:::::7.9°"=i6i-r-u.,.::::: N <br /> ;_::„_„„.d:i7 5. 6"W X 10"H X 17'/18'L POURED IN PLACE <br /> iiI .* %, iiilii =iisii83i Ind* <br /> CONCRETE CURB INTEGRAL WITH RAMP. <br /> 0 <br /> •s•••• •• 6. THICKEN EDGE TO FULL DEPTH OF ADJACENT <br /> p CURB SECTION. <br /> P 7. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY <br /> BROOM FINISH ALL Q O / NOTE: <br /> ,IF. diff B O STANDARD DRAWING 307. <br /> L SURFACES BEFORE ALL RAMP DIMENSIONS ARE MEASURED ALONG BACK OF 8. FOR RETROFIT INSTALLATION SAWCUT AND <br /> SMOOTH TROWELING SIDE WALK.JOINT LINES ARE RADIAL FROM CENTER. REMOVE EXISTING SIDEWALK TO FIRST EXISTING <br /> i EDGES AND JOINTS PLAN JOINT EITHER SIDE OF NEW RAMP.SAWCUT AND <br /> REMOVE EXISTING CURB AND GUTTER SECTION <br /> ' AS REQUIRED.SAWCUT EXISTING PAVEMENT AS <br /> REQUIRED FOR FORMING OF NEW CURB AND <br /> RAMP r LANDING RAMP 1 GUTTER.PATCH PAVEMENT AS REQUIRED. <br /> 74 <br /> A 9. FLUSH WITH GUTTER(NO LIP PERMITTED). <br /> III I <br /> g CL <br /> m <br /> 0 0B A-A B RAMP <br /> 14/ilniNW O <br /> 43 <br /> g MIN MAX a <br /> 5'MIN <br /> A l-5 8" 2-3 8" r1 (rel <br /> g <br /> LANDING B 5 ” 1-172" W CJ <br /> 6" C 7 16' 3 4" <br /> C O F D 7/8" 1-7/16" _ . i h._„._____H_,C <br /> u.X <br /> �` I --]° CITY OF EVERETT <br /> 18" ri .�-�T PUBLIC WORKS DEPARTMENT <br /> r <br /> WON <br /> 0 O 0 : 543s ITOM G b Iu)AU ILHEIM I° WflB <br /> 372272017 <br /> x SECTION B-B DETECTABLE WARNING PATTERN n""'°.'."°•- <br /> <c TYPE D CURB RAMP 321 <br /> D <br /> I I <br />
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