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Pellco Construction, Inc. 6/22/2016
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Pellco Construction, Inc. 6/22/2016
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Last modified
10/12/2016 11:29:57 AM
Creation date
7/13/2016 10:48:01 AM
Metadata
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Template:
Contracts
Contractor's Name
Pellco Construction, Inc.
Approval Date
6/22/2016
Council Approval Date
6/1/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Hawthorne Elementary Safe Routes to School
Public Works WO Number
PW 3450
Tracking Number
0000164
Total Compensation
$378,958.25
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Pellco Construction, Inc. 9/20/2016 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> SMOOTH TROWELED 1 BROOMEO FINISH ALL <br /> I PERIMETER AND JOINTS 0 SURFACES BEFORE <br /> AFTER GROOMED FINISH B SMOOTH TROWELING <br /> mGES AND JOINTS r BACK OF SAV <br /> J A 1 A /` <br /> 01 <br /> l <br /> zI_II < _ z a <br /> 0 <br /> o0DWN._ 1 r,DWN a <br /> 0 <br /> 6 1:12 MAX vii- t 1:12 MAX <br /> i RAMP <br /> -0---6.0. MIN `--*-5.0' LANDING b RMP <br /> T` <br /> FOC <br /> © 7 O / <br /> (SEE STD <br /> WG 21) - B <br /> 0 PIAN o <br /> -+—RAMP 6' MIN --" 5.0' MIN <br /> LANDING ►TRAMP 6' MIN—,....- <br /> N <br /> n <br /> N <br /> 1 In <br /> g t'7------- ---",1 i <br /> CL <br /> So E ! BRAMP <br /> 4,7 Lo FA o /11 <br /> a <br /> LANDING _� <br /> s 6' a � <br /> 2.0' 7� <br /> n - -.°: . o MIN. MAX la/ %V I `J <br /> ✓ A 1 5/8' 2 3/8" - <br /> I 3 B 5/8' 1 1/2` n <br /> I <br /> C 7/16' 3/4` C <br /> 0 <br /> n 4 D 7/8' 1 716' <br /> 0 <br /> I <br /> SECTION B-B t D <br /> � <br /> DETECTABLE WARNING PATTERN <br /> vi <br /> NOTES: GO <br /> 0 <br /> I N 1 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC <br /> o SECTION 8-14.3(3). <br /> 2 CURB RAMPS SHALL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED FROM ADJACENT <br /> 0 SIDEWALK BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> I :2 <br /> N 3 GUTTER SECTION AT CURB RAMP SHALL NOT BE POURED INTEGRAL WITH ADJACENT GUTTER SECTIONS AND SHALL <br /> W <br /> BE ISOLATED BY A 3/8' FULL DEPTH EXPANSION JOINT. <br /> E0 <br /> I % 4 CURB RAMP AND GUI IE.R SECTION AT CURB RAMP MAY BE POURED AS AN INTEGRAL SECTION. <br /> d 5 TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY STD DWG 305A. <br /> E <br /> 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 /> GUTTER. PATCH PAVEMENT AS REQUIRED. <br /> y 7 FLUSH WITH GUTTER (NO UP PERMITTED) <br /> U <br /> N <br /> 8 MID BLOCK CROSSINGS OF STREETS WITH STOP CONTROL ARE ALLOWED 2% MAX CROSS SLOPE AND 5% RUNNING <br /> t SLOPE. CROSSINGS WITHOUT STOP CONTROL ARE UMITED TO A 5% MAX SLOPE IN EITHER DIRECTION. REFER TO <br /> 0 GUIDELINES FOR ACCESSIBLE PUBUC RIGHTS-OF-WAY. <br /> 0 <br /> 9 A MIN OF 4' OF THE RAMP WIDTH MUST FALL WITHIN THE CROSS WALK SERVED BY THE RAMP. <br /> IIt 10 6'W X 10-H X 17'/181 POURED IN PLACE CONCRETE CURB. INTEGRAL WITH RAMP. <br /> 0 <br /> w <br /> 0 <br /> I <br /> N 7' CITYOF EVERETT 5-19-2008 <br /> PUBLIC WORKS TYPE C CURB RAMP Date: <br /> -Err ENGINEERING & PUBLIC 310C <br /> ISERVICES DEPARTMENT COE Std Dwq: <br />
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