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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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Last modified
11/4/2019 9:16:10 AM
Creation date
11/8/2018 10:04:42 AM
Metadata
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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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IMO M i i i ION MI N i — i i' M i I all i MN MN <br /> • <br /> NOTES <br /> 4'-0"MIN.- (�� 4'-0"MIN.-_ <br /> S <br /> SEE CONTRACT PLANSEE CONTRACT PLANS 1. Almarked crosswalks,the connection between the landingand the <br /> 3!B"EXPANSION PEDESTRIAN CURB- 3/8"(IN)EXPANSION <br /> JOINT(TYP.)-SEE SEE NOTE 9 JOINT(TYP.)-SEE PEDESTRIAN CURB- roadway must be Contained within the width of the crosswalk markings. <br /> STANDARD PLAN F-30.10 STANDARD PLAN F-10.10 LANDING SEE NOTE 9 2. Where"GRADE BREAK"is called out,the entire length of the grade <br /> LANDING break between the two adjacent surface planes shall be flush. <br /> IjØ <br /> SIDEWALK ,�� 3. Do not place Gratings,Junction Boxes,.Access Covers,or other appurte- <br /> CURB AND GUTTERCurban do any rpart eof th Lan Ramp or cs tot or in thdw Depressed <br /> Curb and Gutter where the Landing connects to the roadway. <br /> SIDEWALK <br /> 3"R. 4. See Contract Plans for the curb design specified.See Standard Plan <br /> � :1,"j:i:•.a]';h F-10.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and <br /> af:.dlrb:�::d, a <br /> -;a- CURB AND GUTTER -- Pedestrian Curb details. <br /> CURB RAMP <br /> CURB RAMP CURB RAMP 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. <br /> 4'-0"MIN.- DETECTABLE WARNING SURFACE- <br /> SEE CONTRACT PLANS `_ DETECTABLE WARNING SURFACE- 4'-0"MIN.- SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. <br /> I SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS I <br /> FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item"Cement Concrete Curb Ramp Type "does not include <br /> DEPRESSED CURB AND GUTTER the adjacent Curb,Curb and Gutter,Depressed Curb and Gutter, <br /> o CROSSWALK CROSSWALK Pedestrian Curb,or Sidewalks. <br /> I � 7. The Curb Ramp length is not required to exceed 15 feet(unless otherwise <br /> z shown in the Contract Plans).When applying the 15-foot max.length, <br /> Fill_ <br /> PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW <br /> LL the running slope of the curb ramp is allowed to exceed 8.3%.Use a single <br /> TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk <br /> m 4'-0'MIN. over a horizontal distance of 15 feet.Do not include abutting landing(s)in <br /> 3 SEE CONTRACT PLANS GRADE BREAK the15-foot max.measurement.When a ramp is constructed on a radius,the <br /> CONTRACTION JOINT(TYP.)-SEE / 15-foot max.length is measured on the inside radius along the back of the <br /> O FOR CURB RAMP LENGTHS GREAT RTANDARD THAN 8'0-PROVIDE D' 1 COUNTER SLOPE walkway. <br /> TOP OF <br /> CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. •y\��`\Y _ 5 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish.See Standard <br /> ®® simir / Specifications 8-14. <br /> w DEPRESSED CURB AND GUTTER- 9. Pedestrian Curb may be omitted if the ground surface at the back of the <br /> CEMENT CONCRETE PEDESTRIAN a LANDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb <br /> CURB-SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. <br /> SECTION O 4'-0"MIN. 15'-0" MAX(TYP.) <br /> LEGEND <br /> SEE CONTRACT PLANS SEE NOTE 7 <br /> - SLOPE IN EITHER DIRECTION <br /> SIDEWALK <br /> 15'-0" MAX.(TYP.) 4'-0'MIN. 15'-0" MAX.(TYP.) GRADE BREAK * 1.5%OR FLATTER RECOMMENDED FOR <br /> SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK(2%MAX.) <br /> * a ** ** 7.5%OR FLATTER RECOMMENDED FOR DESIGN/ <br /> SIDEWALK GRADE BREAK GRADE BREAK •/��/4Y ®lio FORMWORK(8.3%MAX)-SEE NOTE 7 <br /> *�* i * * ® CURB RAMP <br /> too PEDESTRIAN CURB- 3/8"(IN)EXPANSION JOINT(TYP.)- O,r'(, 2 <br /> a SEE NOTES LANDING 0 SEE STANDARD PLAN F-10.10 09 OF WASy�l <br /> 'v T CURB RAMP - �,�Q AL, C�'� <br /> C CURB RAMP LANDING y'� #5,3/8"EXPANSION JOINT(TYP.)- 0 SECTION O <br /> SEE STANDARD PLAN F-30.10 F - <br /> SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) �p z sea,O sv <br /> (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE �4'J,9'CI STg4�G`� <br /> PARALLEL B" PAY LIMIT-SEE NOTE 6 870NAL C, <br /> "CEMENT CONCRETE CURB RAMP TYPE �7t•�J/}J Zeller,Scott <br /> PARALLEL A" PAY LIMIT-SEE NOTE 6ii,_1111111111! rjliT/4_ Jun 24 2016 7:19 AM <br /> / cin+a, <br /> ' PARALLEL CURB RAMP <br /> STANDARD PLAN F-40.12-03 <br /> \_ _� SHEET 1 OF 1 SHEET <br /> i /' �� �/ APPROVED FOR PUBLICATION <br /> ,,/ .�� Carp.,lcrr <br /> � vtUc en.NI Jon 25 2016 t27 I'M �, <br /> 00iiiii/ <br /> ��� ISOMETRIC VIEW ISOMETRIC VIEW _ STATE DESIGNENGINEER <br /> ���� VA Washington State Dapartmenl of Transportation <br /> TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT -„ <br />
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