HomeMy WebLinkAboutCascade hills Soos Creek Water main v2 C18001407 - 879-645-629Cascade hills Soos Creek Water main v2 C18001407 05/18/2018
Attendees
rnair (rnair@rentonwa.gov)
cthomas (cthomas@rentonrfa.org)
aaskren (aaskren@rentonwa.gov)
rstraka (rstraka@rentonwa.gov)
Documents
comment response to 1st review_ Cascade Hills SoosCreek CIPpermit revisionsubmittal_C18001407_2018050120180501.pdf
P_dwg_Cascade Hills SoosCreek CIPpermit revisionsubmittal_C18001407_20180501.pdf
signed_bond quantity work sheet_20180320.pdf
Record
Message Date Time Document Page Label
1 rnair: Joined Session 05/03/2018 5:59 PM
2 rnair: Added 'comment response to 1st review_ Cascade Hills
SoosCreek CIPpermit
revisionsubmittal_C18001407_2018050120180501.pdf'
05/03/2018 5:59 PM comment response to 1st
review_ Cascade Hills
SoosCreek CIPpermit
revisionsubmittal_C18001407
_2018050120180501.pdf
3 rnair: Added 'P_dwg_Cascade Hills SoosCreek CIPpermit
revisionsubmittal_C18001407_20180501.pdf'
05/03/2018 5:59 PM P_dwg_Cascade Hills
SoosCreek CIPpermit
revisionsubmittal_C18001407
_20180501.pdf
4 rnair: Added 'signed_bond quantity work sheet_20180320.pdf'05/03/2018 5:59 PM signed_bond quantity work
sheet_20180320.pdf
5 rnair: Set status to Reviewing 05/03/2018 6:02 PM
6 rnair: Left Session 05/03/2018 6:05 PM
7 cthomas: Joined Session 05/04/2018 11:04 AM
8 cthomas: Set status to Reviewing 05/04/2018 11:04 AM
9 cthomas: Set status to Finished 05/04/2018 11:08 AM
10 cthomas: Left Session 05/04/2018 11:08 AM
11 aaskren: Joined Session 05/11/2018 11:33 AM
Message Date Time Document Page Label
12 aaskren: Set status to Finished 05/11/2018 11:35 AM
13 aaskren: Left Session 05/11/2018 11:35 AM
14 rnair: Joined Session 05/16/2018 2:26 PM
15 rnair: Left Session 05/16/2018 4:05 PM
16 rnair: Joined Session 05/16/2018 4:36 PM
17 rnair: Add Image 05/16/2018 4:38 PM P_dwg_Cascade Hills
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18 rnair: Move Image 05/16/2018 4:38 PM P_dwg_Cascade Hills
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19 rnair: Edit Image 05/16/2018 4:38 PM P_dwg_Cascade Hills
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20 rnair: Move Image 05/16/2018 4:39 PM P_dwg_Cascade Hills
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21 rnair: Edit Image 05/16/2018 4:39 PM P_dwg_Cascade Hills
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22 rnair: Move Image 05/16/2018 4:39 PM P_dwg_Cascade Hills
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23 rnair: Add Image 05/16/2018 4:40 PM P_dwg_Cascade Hills
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24 rnair: Delete Image 05/16/2018 4:40 PM P_dwg_Cascade Hills
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25 rnair: Add Approved - Development Engineering 05/16/2018 4:40 PM P_dwg_Cascade Hills
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26 rnair: Group Markups 05/16/2018 4:40 PM P_dwg_Cascade Hills
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28 rnair: Delete Image 05/16/2018 4:40 PM P_dwg_Cascade Hills
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29 rnair: Add Approved - Development Engineering 05/16/2018 4:40 PM P_dwg_Cascade Hills
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30 rnair: Group Markups 05/16/2018 4:40 PM P_dwg_Cascade Hills
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31 rnair: Add Image 05/16/2018 4:41 PM P_dwg_Cascade Hills
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32 rnair: Delete Image 05/16/2018 4:41 PM P_dwg_Cascade Hills
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33 rnair: Add Approved - Development Engineering 05/16/2018 4:41 PM P_dwg_Cascade Hills
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34 rnair: Group Markups 05/16/2018 4:41 PM P_dwg_Cascade Hills
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37 rnair: Paste 05/16/2018 4:41 PM P_dwg_Cascade Hills
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41 rnair: Paste 05/16/2018 4:42 PM P_dwg_Cascade Hills
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47 rnair: Paste 05/16/2018 4:42 PM P_dwg_Cascade Hills
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48 rnair: Group Markups 05/16/2018 4:42 PM P_dwg_Cascade Hills
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49 rnair: Paste 05/16/2018 4:42 PM P_dwg_Cascade Hills
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50 rnair: Group Markups 05/16/2018 4:42 PM P_dwg_Cascade Hills
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51 rnair: Paste 05/16/2018 4:42 PM P_dwg_Cascade Hills
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52 rnair: Group Markups 05/16/2018 4:42 PM P_dwg_Cascade Hills
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53 rnair: Paste 05/16/2018 4:43 PM P_dwg_Cascade Hills
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54 rnair: Group Markups 05/16/2018 4:43 PM P_dwg_Cascade Hills
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55 rnair: Paste 05/16/2018 4:43 PM P_dwg_Cascade Hills
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56 rnair: Group Markups 05/16/2018 4:43 PM P_dwg_Cascade Hills
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57 rnair: Paste 05/16/2018 4:43 PM P_dwg_Cascade Hills
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58 rnair: Group Markups 05/16/2018 4:43 PM P_dwg_Cascade Hills
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59 rnair: Paste 05/16/2018 4:43 PM P_dwg_Cascade Hills
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61 rnair: Paste 05/16/2018 4:44 PM P_dwg_Cascade Hills
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64 rnair: Group Markups 05/16/2018 4:44 PM P_dwg_Cascade Hills
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65 rnair: Paste 05/16/2018 4:44 PM P_dwg_Cascade Hills
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69 rnair: Left Session 05/16/2018 5:07 PM
70 rnair: Joined Session 05/16/2018 5:28 PM
71 rnair: Left Session 05/16/2018 5:28 PM
72 rstraka: Joined Session 05/17/2018 8:55 AM
73 rstraka: Add Approved - SWUM 05/17/2018 9:04 AM P_dwg_Cascade Hills
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_20180501.pdf
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74 rstraka: Group Markups 05/17/2018 9:04 AM P_dwg_Cascade Hills
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75 rstraka: Paste 05/17/2018 9:04 AM P_dwg_Cascade Hills
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76 rstraka: Group Markups 05/17/2018 9:04 AM P_dwg_Cascade Hills
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77 rstraka: Paste 05/17/2018 9:04 AM P_dwg_Cascade Hills
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78 rstraka: Group Markups 05/17/2018 9:05 AM P_dwg_Cascade Hills
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79 rstraka: Paste 05/17/2018 9:05 AM P_dwg_Cascade Hills
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80 rstraka: Group Markups 05/17/2018 9:05 AM P_dwg_Cascade Hills
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83 rstraka: Paste 05/17/2018 9:05 AM P_dwg_Cascade Hills
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87 rstraka: Paste 05/17/2018 9:06 AM P_dwg_Cascade Hills
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88 rstraka: Delete Approved - Development Engineering 05/17/2018 9:06 AM P_dwg_Cascade Hills
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89 rstraka: Add Approved - SWUM 05/17/2018 9:06 AM P_dwg_Cascade Hills
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90 rstraka: Group Markups 05/17/2018 9:06 AM P_dwg_Cascade Hills
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91 rstraka: Paste 05/17/2018 9:06 AM P_dwg_Cascade Hills
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92 rstraka: Group Markups 05/17/2018 9:07 AM P_dwg_Cascade Hills
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93 rstraka: Paste 05/17/2018 9:07 AM P_dwg_Cascade Hills
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94 rstraka: Group Markups 05/17/2018 9:08 AM P_dwg_Cascade Hills
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95 rstraka: Left Session 05/17/2018 9:16 AM
96 rnair: Joined Session 05/17/2018 6:07 PM
97 rnair: Add Approved - Development Engineering 05/17/2018 6:07 PM P_dwg_Cascade Hills
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98 rnair: Group Markups 05/17/2018 6:07 PM P_dwg_Cascade Hills
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99 rnair: Add Text Box 05/17/2018 6:26 PM P_dwg_Cascade Hills
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100 rnair: Move Text Box 05/17/2018 6:26 PM P_dwg_Cascade Hills
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101 rnair: Edit Text Box (1.The District will continue to maintain
ownership of the abandoned asbestos cement pipes.
2.Provide the City with a copy of the project record drawings
with all abandoned pipelines clearly marked.
3.If and when required by the City, the District shall remove
the abandoned asbestos pipes and restore the roadways and
rights-of-way to the same or better condition at its own
expense. The District shall follow all State and Federal
regulations and guidelines regarding the removal and
05/17/2018 6:26 PM P_dwg_Cascade Hills
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102 rnair: Delete Text Box 05/17/2018 6:26 PM P_dwg_Cascade Hills
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105 rnair: Edit Text Box (1.The District will continue to maintain
ownership of the abandoned asbestos cement pipes.
2.Provide the City with a copy of the project record drawings
with all abandoned pipelines clearly marked.
3.If and when required by the City, the District shall remove
the abandoned asbestos pipes and restore the roadways and
rights-of-way to the same or better condition at its own
expense. The District shall follow all State and Federal
regulations and guidelines regarding the removal and
05/17/2018 6:27 PM P_dwg_Cascade Hills
SoosCreek CIPpermit
revisionsubmittal_C18001407
_20180501.pdf
24
Message Date Time Document Page Label
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107 rnair: Left Session 05/17/2018 6:43 PM
108 rnair: Joined Session 05/18/2018 5:20 PM
109 rnair: Set status to Finished 05/18/2018 5:21 PM
REDLINE Markup PLAN Summary CASCADE HILLS V1 SOOS CREEK
Subject: Text Box
Page Label: 1
Page Index: 1
Status:
Author: jcisneros
Date: 03/22/2018 8:11:24 AM
Creation Date: 03/22/2018 8:10:53 AM
Color:
Layer:
Space:
R-394403
03/22/2018 8:11:24 AM (1)
Subject: Callout
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:26:49 AM
Creation Date: 03/29/2018 10:24:17 AM
Color:
Layer:
Space:
ADD ONE FIRE HYDRANT TO MEET CITY
CODE FOR MAXIMUM SPACING OF 600-FEET
ON CENTER.
03/29/2018 10:26:49 AM (1)
Subject: Callout
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:28:29 AM
Creation Date: 03/29/2018 10:27:12 AM
Color:
Layer:
Space:
RELOCATE PROPOSED HYDRANT BACK TO
VERY NEAR THE INTERSECTION SIMILIAR TO
THE EXISTING FIRE HYDRANT.
03/29/2018 10:28:29 AM (1)
Subject: Arrow
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:29:58 AM
Creation Date: 03/29/2018 10:29:58 AM
Color:
Layer:
Space:
03/29/2018 10:29:58 AM (1)
R-394403
ADD ONE FIREHYDRANT TO MEETCITY CODE FORMAXIMUM SPACINGOF 600-FEET ONCENTER.
RELOCATE
PROPOSEDHYDRANT BACK TO
VERY NEAR THEINTERSECTION
SIMILIAR TO THEEXISTING FIRE
HYDRANT.
Subject: Arrow
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:30:31 AM
Creation Date: 03/29/2018 10:30:31 AM
Color:
Layer:
Space:
03/29/2018 10:30:31 AM (1)
Subject: Typewritten Text
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:32:07 AM
Creation Date: 03/29/2018 10:31:57 AM
Color:
Layer:
Space:
HERE
03/29/2018 10:32:07 AM (1)
Subject: Typewritten Text
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:32:14 AM
Creation Date: 03/29/2018 10:32:07 AM
Color:
Layer:
Space:
OR HERE
03/29/2018 10:32:14 AM (1)
Subject: Typewritten Text
Page Label: 23
Page Index: 23
Status:
Author: cthomas
Date: 03/29/2018 10:32:29 AM
Creation Date: 03/29/2018 10:32:29 AM
Color:
Layer:
Space:
03/29/2018 10:32:29 AM (1)
HERE
OR HERE
Subject: Text Box
Page Label: 5
Page Index: 5
Status:
Author: aaskren
Date: 04/02/2018 10:22:45 AM
Creation Date: 04/02/2018 10:17:14 AM
Color:
Layer:
Space:
based on the plans it appears that survey
monuments may be disturbed or destroyed during
construction.
per wac 332-120 an application must be filed with
the dnr and stamped by a licensed land surveyor
or engineer.
please file the appropriate documentation with the
dnr prior to construction and then refile after the
construction completion as required by the state.
the city of renton also requires monument cards to
be completed and sent to the city for any
monuments that are set during this project due to
destruction during construction. please provide
those cards as necessary after the completion of
the construction.
04/02/2018 10:22:45 AM (1)
Subject: Callout
Page Label: 17
Page Index: 17
Status:
Author: KRevans
Date: 04/04/2018 10:49:08 AM
Creation Date: 04/04/2018 10:46:30 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 8" pipe, adjust the top of wm value to 1.15'
below the sd pipe ie value. For 12" pipe, adjust the
top of wm value to 1.17' below the sd pipe ie value.
04/04/2018 10:49:08 AM (1)
Subject: Callout
Page Label: 22
Page Index: 22
Status:
Author: KRevans
Date: 04/04/2018 10:50:07 AM
Creation Date: 04/04/2018 10:49:57 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 8" pipe, adjust the top of wm value to 1.15'
below the sd pipe ie value. For 12" pipe, adjust the
top of wm value to 1.17' below the sd pipe ie value.
04/04/2018 10:50:07 AM (1)
Subject: Callout
Page Label: 23
Page Index: 23
Status:
Author: KRevans
Date: 04/04/2018 10:50:33 AM
Creation Date: 04/04/2018 10:50:16 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 12" pipe, adjust the top of wm value to 1.17'
below the sd pipe ie value.
04/04/2018 10:50:33 AM (1)
based on the plans it appears that surveymonuments may be disturbed or destroyedduring construction.
per wac 332-120 an application must befiled with the dnr and stamped by alicensed land surveyor or engineer.
please file the appropriatedocumentation with the dnr prior toconstruction and then refile after theconstruction completion as required bythe state.
the city of renton also requiresmonument cards to be completed andsent to the city for any monuments thatare set during this project due todestruction during construction. pleaseprovide those cards as necessary afterthe completion of the construction.
The top of wm values will need to beadjusted to include the thickness of theexisting storm pipe. For 8" pipe, adjust thetop of wm value to 1.15' below the sd pipeie value. For 12" pipe, adjust the top of wmvalue to 1.17' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thickness of theexisting storm pipe. For 8" pipe, adjust thetop of wm value to 1.15' below the sd pipeie value. For 12" pipe, adjust the top of wmvalue to 1.17' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thicknessof the existing storm pipe. For 12"pipe, adjust the top of wm value to1.17' below the sd pipe ie value.
Subject: Callout
Page Label: 24
Page Index: 24
Status:
Author: KRevans
Date: 04/04/2018 10:50:53 AM
Creation Date: 04/04/2018 10:50:39 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 8" pipe, adjust the top of wm value to 1.15'
below the sd pipe ie value.
04/04/2018 10:50:53 AM (1)
Subject: Callout
Page Label: 19
Page Index: 19
Status:
Author: KRevans
Date: 04/04/2018 10:53:24 AM
Creation Date: 04/04/2018 10:52:17 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 12" pipe, adjust the top of wm value to 1.17'
below the sd pipe ie value. For 16" pipe, adjust the
top of wm value to 1.20' below the sd pipe ie value.
04/04/2018 10:53:24 AM (1)
Subject: Callout
Page Label: 21
Page Index: 21
Status:
Author: KRevans
Date: 04/04/2018 10:53:55 AM
Creation Date: 04/04/2018 10:51:13 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 8" pipe, adjust the top of wm value to 1.15'
below the sd pipe ie value. For 12" pipe, adjust the
top of wm value to 1.17' below the sd pipe ie value.
For 18" pipe, adjust the top of wm value to 1.21'
below the sd pipe ie value.
04/04/2018 10:53:55 AM (1)
Subject: Callout
Page Label: 18
Page Index: 18
Status:
Author: KRevans
Date: 04/04/2018 10:54:12 AM
Creation Date: 04/04/2018 10:54:07 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 8" pipe, adjust the top of wm value to 1.15'
below the sd pipe ie value. For 12" pipe, adjust the
top of wm value to 1.17' below the sd pipe ie value.
For 18" pipe, adjust the top of wm value to 1.21'
below the sd pipe ie value.
04/04/2018 10:54:12 AM (1)
Subject: Callout
Page Label: 20
Page Index: 20
Status:
Author: KRevans
Date: 04/04/2018 10:55:09 AM
Creation Date: 04/04/2018 10:54:26 AM
Color:
Layer:
Space:
The top of wm values will need to be adjusted to
include the thickness of the existing storm pipe.
For 12" pipe, adjust the top of wm value to 1.17'
below the sd pipe ie value. For 15" pipe, adjust the
top of wm value to 1.19' below the sd pipe ie value.
For 18" pipe, adjust the top of wm value to 1.21'
below the sd pipe ie value. For 24" pipe, adjust the
top of wm value to 1.25' below the sd pipe ie value.
04/04/2018 10:55:09 AM (1)
The top of wm values will need to beadjusted to include the thicknessof the existing storm pipe. For 8"pipe, adjust the top of wm value to1.15' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thickness ofthe existing storm pipe. For 12" pipe,adjust the top of wm value to 1.17'below the sd pipe ie value. For 16"pipe, adjust the top of wm value to1.20' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thickness of theexisting storm pipe. For 8" pipe, adjust thetop of wm value to 1.15' below the sd pipeie value. For 12" pipe, adjust the top of wmvalue to 1.17' below the sd pipe ie value.For 18" pipe, adjust the top of wm value to1.21' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thickness of theexisting storm pipe. For 8" pipe, adjust thetop of wm value to 1.15' below the sd pipeie value. For 12" pipe, adjust the top of wmvalue to 1.17' below the sd pipe ie value.For 18" pipe, adjust the top of wm value to1.21' below the sd pipe ie value.
The top of wm values will need to beadjusted to include the thickness of theexisting storm pipe. For 12" pipe, adjustthe top of wm value to 1.17' below the sdpipe ie value. For 15" pipe, adjust the topof wm value to 1.19' below the sd pipe ievalue. For 18" pipe, adjust the top of wmvalue to 1.21' below the sd pipe ie value.For 24" pipe, adjust the top of wm value to1.25' below the sd pipe ie value.
Subject: Line
Page Label: 6
Page Index: 6
Status:
Author: rnair
Date: 04/04/2018 5:50:27 PM
Creation Date: 04/04/2018 5:50:19 PM
Color:
Layer:
Space:
04/04/2018 5:50:27 PM (1)
Subject: Line
Page Label: 6
Page Index: 6
Status:
Author: rnair
Date: 04/04/2018 5:50:36 PM
Creation Date: 04/04/2018 5:50:36 PM
Color:
Layer:
Space:
04/04/2018 5:50:36 PM (1)
Subject: Line
Page Label: 6
Page Index: 6
Status:
Author: rnair
Date: 04/04/2018 5:51:33 PM
Creation Date: 04/04/2018 5:51:33 PM
Color:
Layer:
Space:
04/04/2018 5:51:33 PM (1)
Subject: Line
Page Label: 6
Page Index: 6
Status:
Author: rnair
Date: 04/04/2018 5:51:56 PM
Creation Date: 04/04/2018 5:51:56 PM
Color:
Layer:
Space:
04/04/2018 5:51:56 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:54:59 PM
Creation Date: 04/04/2018 5:53:41 PM
Color:
Layer:
Space:
04/04/2018 5:54:59 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:55:07 PM
Creation Date: 04/04/2018 5:53:59 PM
Color:
Layer:
Space:
04/04/2018 5:55:07 PM (1)
Subject: Highlight
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:57:20 PM
Creation Date: 04/04/2018 5:57:20 PM
Color:
Layer:
Space:
04/04/2018 5:57:20 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:58:02 PM
Creation Date: 04/04/2018 5:57:52 PM
Color:
Layer:
Space:
04/04/2018 5:58:02 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:58:10 PM
Creation Date: 04/04/2018 5:58:10 PM
Color:
Layer:
Space:
04/04/2018 5:58:10 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:58:16 PM
Creation Date: 04/04/2018 5:54:23 PM
Color:
Layer:
Space:
04/04/2018 5:58:16 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:58:55 PM
Creation Date: 04/04/2018 5:54:17 PM
Color:
Layer:
Space:
04/04/2018 5:58:55 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:59:07 PM
Creation Date: 04/04/2018 5:59:07 PM
Color:
Layer:
Space:
04/04/2018 5:59:07 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:59:14 PM
Creation Date: 04/04/2018 5:59:14 PM
Color:
Layer:
Space:
04/04/2018 5:59:14 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:59:41 PM
Creation Date: 04/04/2018 5:59:41 PM
Color:
Layer:
Space:
04/04/2018 5:59:41 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 5:59:51 PM
Creation Date: 04/04/2018 5:59:51 PM
Color:
Layer:
Space:
04/04/2018 5:59:51 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:00 PM
Creation Date: 04/04/2018 6:00:00 PM
Color:
Layer:
Space:
04/04/2018 6:00:00 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:08 PM
Creation Date: 04/04/2018 6:00:08 PM
Color:
Layer:
Space:
04/04/2018 6:00:08 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:26 PM
Creation Date: 04/04/2018 6:00:26 PM
Color:
Layer:
Space:
04/04/2018 6:00:26 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:34 PM
Creation Date: 04/04/2018 6:00:34 PM
Color:
Layer:
Space:
04/04/2018 6:00:34 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:43 PM
Creation Date: 04/04/2018 6:00:43 PM
Color:
Layer:
Space:
04/04/2018 6:00:43 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:49 PM
Creation Date: 04/04/2018 6:00:49 PM
Color:
Layer:
Space:
04/04/2018 6:00:49 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:00:58 PM
Creation Date: 04/04/2018 6:00:58 PM
Color:
Layer:
Space:
04/04/2018 6:00:58 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:01:03 PM
Creation Date: 04/04/2018 6:01:03 PM
Color:
Layer:
Space:
04/04/2018 6:01:03 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:01:19 PM
Creation Date: 04/04/2018 6:01:19 PM
Color:
Layer:
Space:
04/04/2018 6:01:19 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:01:27 PM
Creation Date: 04/04/2018 6:01:27 PM
Color:
Layer:
Space:
04/04/2018 6:01:27 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:01:35 PM
Creation Date: 04/04/2018 6:01:35 PM
Color:
Layer:
Space:
04/04/2018 6:01:35 PM (1)
Subject: Line
Page Label: 17
Page Index: 17
Status:
Author: rnair
Date: 04/04/2018 6:01:45 PM
Creation Date: 04/04/2018 6:01:41 PM
Color:
Layer:
Space:
04/04/2018 6:01:45 PM (1)
Subject: Text Box
Page Label: 12
Page Index: 12
Status:
Author: rnair
Date: 04/11/2018 4:31:09 PM
Creation Date: 04/05/2018 1:00:24 PM
Color:
Layer:
Space:
include city if renton standard driveway plan since
some driveways are proposed to be changed.
add note that ada compliant curb ramps will be
provided at locations where water work cuts into
existing sidewalk.
separate traffic control plan is required to be
submitted by the contractor and approval to be
obtained from city prior to start of work in the city
row.
04/11/2018 4:31:09 PM (1)
Subject: Text Box
Page Label: 5
Page Index: 5
Status:
Author: rwmarshall
Date: 04/12/2018 11:48:29 AM
Creation Date: 04/12/2018 7:41:57 AM
Color:
Layer:
Space:
CITY OF RENTON SURFACEWATER
MAINTENACE CREWS WILL REPAIR FAILING
SURFACEWATER STRUCTURES WITHIN THE
NEWLY PAVED SECTIONS. THIS WILL
INCLUDE REPLACEING CURB AND GUTTER
INVOLVED IN THOSE REPAIRS. STRUCTURE
REPARS WITHEN THE AREA OF WHEEL CHAR
RAMPS WILL NOT INCLUDE CONCRETE
RESTORATION.
04/12/2018 11:48:29 AM (1)
Subject: Callout
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 12:41:14 PM
Creation Date: 04/16/2018 12:40:53 PM
Color:
Layer:
Space:
use std plan 110
04/16/2018 12:41:14 PM (1)
include city if renton standard driveway plansince some driveways are proposed to bechanged.
add note that ada compliant curb ramps willbe provided at locations where water workcuts into existing sidewalk.
separate traffic control plan is required tobe submitted by the contractor and approvalto be obtained from city prior to start ofwork in the city row.
CITY OF RENTONSURFACEWATERMAINTENACE CREWSWILL REPAIR FAILINGSURFACEWATERSTRUCTURES WITHINTHE NEWLY PAVEDSECTIONS. THIS WILLINCLUDE REPLACEINGCURB AND GUTTERINVOLVED IN THOSEREPAIRS. STRUCTUREREPARS WITHEN THEAREA OF WHEELCHAR RAMPS WILLNOT INCLUDECONCRETERESTORATION.
use std plan 110
Subject: Callout
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 12:42:13 PM
Creation Date: 04/16/2018 12:41:58 PM
Color:
Layer:
Space:
use std plan 110.1
04/16/2018 12:42:13 PM (1)
Subject: Text Box
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:13:57 PM
Creation Date: 04/16/2018 2:07:21 PM
Color:
Layer:
Space:
ted-40-3944
04/16/2018 2:13:57 PM (1)
Subject: Text Box
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:14:56 PM
Creation Date: 04/16/2018 2:14:02 PM
Color:
Layer:
Space:
Soos creek w&S district cascade hills water main
replacement
04/16/2018 2:14:56 PM (1)
Subject: Text Box
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:15:24 PM
Creation Date: 04/16/2018 2:12:54 PM
Color:
Layer:
Space:
C18001407
04/16/2018 2:15:24 PM (1)
Subject: Text Box
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:15:51 PM
Creation Date: 04/16/2018 2:13:24 PM
Color:
Layer:
Space:
PR18000003
04/16/2018 2:15:51 PM (1)
use std plan 110.1
ted-40-3944Soos creek w&S district cascade hills water main replacementC18001407PR18000003
Subject: Rectangle
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:16:46 PM
Creation Date: 04/16/2018 2:16:46 PM
Color:
Layer:
Space:
04/16/2018 2:16:46 PM (1)
Subject: Typewritten Text
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:18:17 PM
Creation Date: 04/16/2018 2:16:57 PM
Color:
Layer:
Space:
1
04/16/2018 2:18:17 PM (1)
Subject: Callout
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:20:33 PM
Creation Date: 04/16/2018 2:20:20 PM
Color:
Layer:
Space:
typical
04/16/2018 2:20:33 PM (1)
Subject: Arrow
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:20:45 PM
Creation Date: 04/16/2018 2:20:45 PM
Color:
Layer:
Space:
04/16/2018 2:20:45 PM (1)
Subject: Callout
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:21:23 PM
Creation Date: 04/16/2018 2:19:37 PM
Color:
Layer:
Space:
typical
04/16/2018 2:21:23 PM (1)
1
typical
typical
Subject: Callout
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 2:21:40 PM
Creation Date: 04/16/2018 2:21:37 PM
Color:
Layer:
Space:
typical
04/16/2018 2:21:40 PM (1)
Subject: Line
Page Label: 15
Page Index: 15
Status:
Author: rnair
Date: 04/16/2018 5:02:30 PM
Creation Date: 04/16/2018 5:02:30 PM
Color:
Layer:
Space:
04/16/2018 5:02:30 PM (1)
Subject: Line
Page Label: 15
Page Index: 15
Status:
Author: rnair
Date: 04/16/2018 5:02:38 PM
Creation Date: 04/16/2018 5:02:38 PM
Color:
Layer:
Space:
04/16/2018 5:02:38 PM (1)
Subject: Text Box
Page Label: 15
Page Index: 15
Status:
Author: rnair
Date: 04/16/2018 5:03:23 PM
Creation Date: 04/16/2018 5:02:58 PM
Color:
Layer:
Space:
std plan 102 provides necessary information
04/16/2018 5:03:23 PM (1)
Subject: Line
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 5:04:05 PM
Creation Date: 04/16/2018 5:04:05 PM
Color:
Layer:
Space:
04/16/2018 5:04:05 PM (1)
typical
std plan 102provides
necessaryinformation
Subject: Line
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 5:04:10 PM
Creation Date: 04/16/2018 5:04:10 PM
Color:
Layer:
Space:
04/16/2018 5:04:10 PM (1)
Subject: Line
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 5:04:16 PM
Creation Date: 04/16/2018 5:04:16 PM
Color:
Layer:
Space:
04/16/2018 5:04:16 PM (1)
Subject: Line
Page Label: 16
Page Index: 16
Status:
Author: rnair
Date: 04/16/2018 5:04:20 PM
Creation Date: 04/16/2018 5:04:20 PM
Color:
Layer:
Space:
04/16/2018 5:04:20 PM (1)
Subject: Text Box
Page Label: 14
Page Index: 14
Status:
Author: rnair
Date: 04/16/2018 5:20:41 PM
Creation Date: 04/16/2018 2:58:14 PM
Color:
Layer:
Space:
add std plan 104.1.
add std plan 104.2.
04/16/2018 5:20:41 PM (1)
Subject: Rectangle
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:28:46 PM
Creation Date: 04/16/2018 5:28:42 PM
Color:
Layer:
Space:
04/16/2018 5:28:46 PM (1)
add std plan 104.1. add std plan 104.2.
Subject: Rectangle
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:28:53 PM
Creation Date: 04/16/2018 5:28:53 PM
Color:
Layer:
Space:
04/16/2018 5:28:53 PM (1)
Subject: Rectangle
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:29:07 PM
Creation Date: 04/16/2018 5:29:00 PM
Color:
Layer:
Space:
04/16/2018 5:29:07 PM (1)
Subject: Typewritten Text
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:29:51 PM
Creation Date: 04/16/2018 5:29:42 PM
Color:
Layer:
Space:
PRIOR TO
04/16/2018 5:29:51 PM (1)
Subject: Typewritten Text
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:30:42 PM
Creation Date: 04/16/2018 5:29:55 PM
Color:
Layer:
Space:
THE PAVING BY SOOS CREEK.
04/16/2018 5:30:42 PM (1)
Subject: Rectangle
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:31:03 PM
Creation Date: 04/16/2018 5:30:28 PM
Color:
Layer:
Space:
04/16/2018 5:31:03 PM (1)
PRIOR TO
THE PAVING BY SOOS CREEK.
Subject: Typewritten Text
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:31:09 PM
Creation Date: 04/16/2018 5:29:38 PM
Color:
Layer:
Space:
CITY WORK
04/16/2018 5:31:09 PM (1)
Subject: Rectangle
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:31:25 PM
Creation Date: 04/16/2018 5:31:25 PM
Color:
Layer:
Space:
04/16/2018 5:31:25 PM (1)
Subject: Typewritten Text
Page Label: 5
Page Index: 5
Status:
Author: rnair
Date: 04/16/2018 5:31:34 PM
Creation Date: 04/16/2018 5:31:34 PM
Color:
Layer:
Space:
WITHIN
04/16/2018 5:31:34 PM (1)
Subject: Approved - Planning
Page Label: 1
Page Index: 1
Status:
Author: rnair
Date: 04/16/2018 5:37:39 PM
Creation Date: 04/16/2018 5:37:27 PM
Color:
Layer:
Space:
04/16/2018 5:37:39 PM (1)
CITY WORK
WITHIN
CORRECTIONS - RESUBMIT
04/16/2018 rnair
DEVELOPMENT ENGINEERING DIVISION
Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200••Section I: Project Information•••Section II: Bond Quantities Worksheets••Section II.a EROSION CONTROL (Stabilization/Erosion Sediment Control (ESC))•Section II.b TRANSPORTATION (Street and Site Improvements)•Section II.c DRAINAGE (Drainage and Stormwater Facilities): •Section II.d WATER - ONLY APPLICABLE IF WATER SERVICE IS PROVIDED BY CITY OF RENTON•Section II.e SANITARY SEWER - ONLY APPLICABLE IF SEWER SERVICE IS PROVIDED BY CITY OF RENTON••••••Section III. Bond Worksheet•BOND QUANTITY WORKSHEET INSTRUCTIONSThis worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of the project, from initial submittal to project close-out approval. Submit this workbook, in its entirety, as follows:The following forms are to be completed by the engineer/developer/applicant as applicable to the project: The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II.This section includes all pertinent information for the projectSection II contains a separate spreadsheet TAB for each of the following specialties: (1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for civil construction permit submittal. Hard copies are to be included as part of the Technical Information Report (TIR).(1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for final close-out submittal.This section must be completed in its entiretyInformation from this section auto-populates to all other relevant areas of the workbookThis section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond for project close-out submittals to release the permit bond on a project. All unit prices include labor, equipment, materials, overhead and profit. Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements.The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduction during the life of the project with the exception of the maintenance period reduction.Excel will auto-calculate and auto-populate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should need completing.Additional items not included in the lists can be added under the "write-in" sections. Provide a complete description, cost estimate and unit of measure for each write-in item. Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, but must be entered on the form. Stormwater facilities (public and private) are required to be included in the bond amount.Page 1 of 14Ref 8-H Bond Quantity WorksheetINSTRUCTIONSUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-16.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.380.00$ Each Catch Basin ProtectionESC-335.50$ Each702,485.00Crushed surfacing 1 1/4" minusESC-4WSDOT 9-03.9(3)95.00$ CY DitchingESC-59.00$ CY Excavation-bulkESC-62.00$ CY Fence, siltESC-7SWDM 5.4.3.11.50$ LF Fence, Temporary (NGPE)ESC-81.50$ LF Geotextile FabricESC-92.50$ SY Hay Bale Silt TrapESC-100.50$ Each HydroseedingESC-11SWDM 5.4.2.40.80$ SY Interceptor Swale / DikeESC-121.00$ LF Jute MeshESC-13SWDM 5.4.2.23.50$ SY Level SpreaderESC-141.75$ LF Mulch, by hand, straw, 3" deepESC-15SWDM 5.4.2.12.50$ SY Mulch, by machine, straw, 2" deepESC-16SWDM 5.4.2.12.00$ SY Piping, temporary, CPP, 6"ESC-1712.00$ LF Piping, temporary, CPP, 8"ESC-1814.00$ LF Piping, temporary, CPP, 12"ESC-1918.00$ LF Plastic covering, 6mm thick, sandbaggedESC-20SWDM 5.4.2.34.00$ SY Rip Rap, machine placed; slopesESC-21WSDOT 9-13.1(2)45.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22SWDM 5.4.4.11,800.00$ Each Rock Construction Entrance, 100'x15'x1'ESC-23SWDM 5.4.4.13,200.00$ Each Sediment pond riser assemblyESC-24SWDM 5.4.5.22,200.00$ Each Sediment trap, 5' high berm ESC-25SWDM 5.4.5.119.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26SWDM 5.4.5.170.00$ LF Seeding, by handESC-27SWDM 5.4.2.41.00$ SY Sodding, 1" deep, level groundESC-28SWDM 5.4.2.58.00$ SY Sodding, 1" deep, sloped groundESC-29SWDM 5.4.2.510.00$ SY TESC SupervisorESC-30110.00$ HR384,180.00Water truck, dust controlESC-31SWDM 5.4.7140.00$ HR385,320.00UnitReference #PriceUnitQuantity Cost EROSION/SEDIMENT SUBTOTAL:11,985.00SALES TAX @ 10%1,198.50EROSION/SEDIMENT TOTAL:13,183.50(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE-IN-ITEMS Page 3 of 14Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostGENERAL ITEMS Backfill & Compaction- embankmentGI-16.00$ CYBackfill & Compaction- trenchGI-29.00$ CY652558,725.00Clear/Remove Brush, by hand (SY)GI-31.00$ SYBollards - fixedGI-4240.74$ EachBollards - removableGI-5452.34$ EachClearing/Grubbing/Tree RemovalGI-610,000.00$ AcreExcavation - bulkGI-72.00$ CYExcavation - TrenchGI-85.00$ CY668133,405.00Fencing, cedar, 6' highGI-920.00$ LFFencing, chain link, 4'GI-1038.31$ LFFencing, chain link, vinyl coated, 6' highGI-1120.00$ LFFencing, chain link, gate, vinyl coated, 20' GI-121,400.00$ EachFill & compact - common barrowGI-1325.00$ CYFill & compact - gravel baseGI-1427.00$ CYFill & compact - screened topsoilGI-1539.00$ CYGabion, 12" deep, stone filled mesh GI-1665.00$ SYGabion, 18" deep, stone filled mesh GI-1790.00$ SYGabion, 36" deep, stone filled meshGI-18150.00$ SYGrading, fine, by handGI-192.50$ SYGrading, fine, with graderGI-202.00$ SYMonuments, 3' LongGI-21250.00$ EachSensitive Areas SignGI-227.00$ EachSodding, 1" deep, sloped groundGI-238.00$ SYSurveying, line & gradeGI-24850.00$ Day2017,000.00Surveying, lot location/linesGI-251,800.00$ Acre2036,000.00Topsoil Type A (imported)GI-2628.50$ CYTraffic control crew ( 2 flaggers )GI-27120.00$ HR1280153,600.00Trail, 4" chipped woodGI-288.00$ SYTrail, 4" crushed cinderGI-299.00$ SYTrail, 4" top courseGI-3012.00$ SYConduit, 2"GI-315.00$ LFWall, retaining, concreteGI-3255.00$ SFWall, rockeryGI-3315.00$ SFSUBTOTAL THIS PAGE:298,730.00(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 4 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000syRI-130.00$ SYAC Grinding, 4' wide machine 1000-2000syRI-216.00$ SYAC Grinding, 4' wide machine > 2000syRI-310.00$ SY24422244,220.00AC Removal/DisposalRI-435.00$ SY24422854,770.00Barricade, Type III ( Permanent )RI-556.00$ LFGuard RailRI-630.00$ LFCurb & Gutter, rolledRI-717.00$ LFCurb & Gutter, verticalRI-812.50$ LF2002,500.00Curb and Gutter, demolition and disposalRI-918.00$ LF2003,600.00Curb, extruded asphaltRI-105.50$ LFCurb, extruded concreteRI-117.00$ LFSawcut, asphalt, 3" depthRI-121.85$ LFSawcut, concrete, per 1" depthRI-133.00$ LFSealant, asphaltRI-142.00$ LFShoulder, gravel, 4" thickRI-1515.00$ SYSidewalk, 4" thickRI-1638.00$ SYSidewalk, 4" thick, demolition and disposalRI-1732.00$ SYSidewalk, 5" thickRI-1841.00$ SYSidewalk, 5" thick, demolition and disposalRI-1940.00$ SYSign, Handicap RI-2085.00$ EachStriping, per stallRI-217.00$ EachStriping, thermoplastic, ( for crosswalk )RI-223.00$ SFStriping, 4" reflectorized lineRI-230.50$ LFAdditional 2.5" Crushed SurfacingRI-243.60$ SYHMA 1/2" Overlay 1.5" RI-2514.00$ SYHMA 1/2" Overlay 2"RI-2618.00$ SY20100361,800.00HMA Road, 2", 4" rock, First 2500 SYRI-2728.00$ SYHMA Road, 2", 4" rock, Qty. over 2500SYRI-2821.00$ SYHMA Road, 4", 6" rock, First 2500 SYRI-2945.00$ SY2500112,500.00HMA Road, 4", 6" rock, Qty. over 2500 SYRI-3037.00$ SY182367,451.00HMA Road, 4", 4.5" ATBRI-3138.00$ SYGravel Road, 4" rock, First 2500 SYRI-3215.00$ SYGravel Road, 4" rock, Qty. over 2500 SYRI-3310.00$ SYThickened EdgeRI-348.60$ LFSUBTOTAL THIS PAGE:1,646,841.00(B)(C)(D)(E)Page 5 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)PARKING LOT SURFACINGNo.2" AC, 2" top course rock & 4" borrowPL-121.00$ SY2" AC, 1.5" top course & 2.5" base coursePL-228.00$ SY4" select borrowPL-35.00$ SY1.5" top course rock & 2.5" base coursePL-414.00$ SYSUBTOTAL PARKING LOT SURFACING:(B)(C)(D)(E)LANDSCAPING & VEGETATIONNo.Street TreesLA-1Median LandscapingLA-2Right-of-Way LandscapingLA-3Wetland LandscapingLA-4SUBTOTAL LANDSCAPING & VEGETATION:(B)(C)(D)(E)TRAFFIC & LIGHTINGNo.SignsTR-1Street Light System ( # of Poles)TR-2Traffic SignalTR-3Traffic Signal ModificationTR-4SUBTOTAL TRAFFIC & LIGHTING:(B)(C)(D)(E)WRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:1,945,571.00SALES TAX @ 10%194,557.10STREET AND SITE IMPROVEMENTS TOTAL:2,140,128.10(B)(C)(D)(E)Page 6 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostDRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.) Access Road, R/DD-126.00$ SY* (CBs include frame and lid)BeehiveD-290.00$ EachThrough-curb Inlet FrameworkD-3400.00$ EachCB Type ID-41,500.00$ EachCB Type ILD-51,750.00$ EachCB Type II, 48" diameterD-62,300.00$ Each for additional depth over 4' D-7480.00$ FTCB Type II, 54" diameterD-82,500.00$ Each for additional depth over 4'D-9495.00$ FTCB Type II, 60" diameterD-102,800.00$ Each for additional depth over 4'D-11600.00$ FTCB Type II, 72" diameterD-126,000.00$ Each for additional depth over 4'D-13850.00$ FTCB Type II, 96" diameterD-1414,000.00$ Each for additional depth over 4'D-15925.00$ FTTrash Rack, 12"D-16350.00$ EachTrash Rack, 15"D-17410.00$ EachTrash Rack, 18"D-18480.00$ EachTrash Rack, 21"D-19550.00$ EachCleanout, PVC, 4"D-20150.00$ EachCleanout, PVC, 6"D-21170.00$ EachCleanout, PVC, 8"D-22200.00$ EachCulvert, PVC, 4" D-2310.00$ LFCulvert, PVC, 6" D-2413.00$ LFCulvert, PVC, 8" D-2515.00$ LFCulvert, PVC, 12" D-2623.00$ LFCulvert, PVC, 15" D-2735.00$ LFCulvert, PVC, 18" D-2841.00$ LFCulvert, PVC, 24"D-2956.00$ LFCulvert, PVC, 30" D-3078.00$ LFCulvert, PVC, 36" D-31130.00$ LFCulvert, CMP, 8"D-3219.00$ LFCulvert, CMP, 12"D-3329.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Quantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 7 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, CMP, 15"D-3435.00$ LFCulvert, CMP, 18"D-3541.00$ LFCulvert, CMP, 24"D-3656.00$ LFCulvert, CMP, 30"D-3778.00$ LFCulvert, CMP, 36"D-38130.00$ LFCulvert, CMP, 48"D-39190.00$ LFCulvert, CMP, 60"D-40270.00$ LFCulvert, CMP, 72"D-41350.00$ LFCulvert, Concrete, 8"D-4242.00$ LFCulvert, Concrete, 12"D-4348.00$ LFCulvert, Concrete, 15"D-4478.00$ LFCulvert, Concrete, 18"D-4548.00$ LFCulvert, Concrete, 24"D-4678.00$ LFCulvert, Concrete, 30"D-47125.00$ LFCulvert, Concrete, 36"D-48150.00$ LFCulvert, Concrete, 42"D-49175.00$ LFCulvert, Concrete, 48"D-50205.00$ LFCulvert, CPE Triple Wall, 6" D-5114.00$ LFCulvert, CPE Triple Wall, 8" D-5216.00$ LFCulvert, CPE Triple Wall, 12" D-5324.00$ LFCulvert, CPE Triple Wall, 15" D-5435.00$ LFCulvert, CPE Triple Wall, 18" D-5541.00$ LFCulvert, CPE Triple Wall, 24" D-5656.00$ LFCulvert, CPE Triple Wall, 30" D-5778.00$ LFCulvert, CPE Triple Wall, 36" D-58130.00$ LFCulvert, LCPE, 6"D-5960.00$ LFCulvert, LCPE, 8"D-6072.00$ LFCulvert, LCPE, 12"D-6184.00$ LFCulvert, LCPE, 15"D-6296.00$ LFCulvert, LCPE, 18"D-63108.00$ LFCulvert, LCPE, 24"D-64120.00$ LFCulvert, LCPE, 30"D-65132.00$ LFCulvert, LCPE, 36"D-66144.00$ LFCulvert, LCPE, 48"D-67156.00$ LFCulvert, LCPE, 54"D-68168.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 8 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, LCPE, 60"D-69180.00$ LFCulvert, LCPE, 72"D-70192.00$ LFCulvert, HDPE, 6"D-7142.00$ LFCulvert, HDPE, 8"D-7242.00$ LFCulvert, HDPE, 12"D-7374.00$ LFCulvert, HDPE, 15"D-74106.00$ LFCulvert, HDPE, 18"D-75138.00$ LFCulvert, HDPE, 24"D-76221.00$ LFCulvert, HDPE, 30"D-77276.00$ LFCulvert, HDPE, 36"D-78331.00$ LFCulvert, HDPE, 48"D-79386.00$ LFCulvert, HDPE, 54"D-80441.00$ LFCulvert, HDPE, 60"D-81496.00$ LFCulvert, HDPE, 72"D-82551.00$ LFPipe, Polypropylene, 6"D-8384.00$ LFPipe, Polypropylene, 8"D-8489.00$ LFPipe, Polypropylene, 12"D-8595.00$ LFPipe, Polypropylene, 15"D-86100.00$ LFPipe, Polypropylene, 18"D-87106.00$ LFPipe, Polypropylene, 24"D-88111.00$ LFPipe, Polypropylene, 30"D-89119.00$ LFPipe, Polypropylene, 36"D-90154.00$ LFPipe, Polypropylene, 48"D-91226.00$ LFPipe, Polypropylene, 54"D-92332.00$ LFPipe, Polypropylene, 60"D-93439.00$ LFPipe, Polypropylene, 72"D-94545.00$ LFCulvert, DI, 6"D-9561.00$ LFCulvert, DI, 8"D-9684.00$ LFCulvert, DI, 12"D-97106.00$ LFCulvert, DI, 15"D-98129.00$ LFCulvert, DI, 18"D-99152.00$ LFCulvert, DI, 24"D-100175.00$ LFCulvert, DI, 30"D-101198.00$ LFCulvert, DI, 36"D-102220.00$ LFCulvert, DI, 48"D-103243.00$ LFCulvert, DI, 54"D-104266.00$ LFCulvert, DI, 60"D-105289.00$ LFCulvert, DI, 72"D-106311.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 9 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESSpecialty Drainage ItemsDitching SD-19.50$ CYFlow Dispersal Trench (1,436 base+)SD-328.00$ LF French Drain (3' depth)SD-426.00$ LFGeotextile, laid in trench, polypropyleneSD-53.00$ SYMid-tank Access Riser, 48" dia, 6' deepSD-62,000.00$ EachPond Overflow SpillwaySD-716.00$ SYRestrictor/Oil Separator, 12"SD-81,150.00$ EachRestrictor/Oil Separator, 15"SD-91,350.00$ EachRestrictor/Oil Separator, 18"SD-101,700.00$ EachRiprap, placedSD-1142.00$ CYTank End Reducer (36" diameter)SD-121,200.00$ EachInfiltration pond testingSD-13125.00$ HRPermeable PavementSD-14Permeable Concrete SidewalkSD-15Culvert, Box __ ft x __ ftSD-16SUBTOTAL SPECIALTY DRAINAGE ITEMS:(B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention PondSF-1Each Detention TankSF-2Each Detention VaultSF-3Each Infiltration PondSF-4Each Infiltration TankSF-5Each Infiltration VaultSF-6Each Infiltration TrenchesSF-7Each Basic Biofiltration SwaleSF-8Each Wet Biofiltration SwaleSF-9Each WetpondSF-10Each WetvaultSF-11Each Sand FilterSF-12Each Sand Filter VaultSF-13Each Linear Sand FilterSF-14Each Proprietary FacilitySF-15Each Bioretention FacilitySF-16Each SUBTOTAL STORMWATER FACILITIES:(B)(C)(D)(E)Page 10 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESWRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)WI-1WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:SALES TAX @ 10%DRAINAGE AND STORMWATER FACILITIES TOTAL:(B) (C) (D) (E)Page 11 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostConnection to Existing WatermainW-12,000.00$ EachDuctile Iron Watermain, CL 52, 4 Inch DiameterW-250.00$ LFDuctile Iron Watermain, CL 52, 6 Inch DiameterW-356.00$ LFDuctile Iron Watermain, CL 52, 8 Inch DiameterW-460.00$ LFDuctile Iron Watermain, CL 52, 10 Inch DiameterW-570.00$ LFDuctile Iron Watermain, CL 52, 12 Inch DiameterW-680.00$ LFGate Valve, 4 inch DiameterW-7500.00$ EachGate Valve, 6 inch DiameterW-8700.00$ EachGate Valve, 8 Inch DiameterW-9800.00$ EachGate Valve, 10 Inch DiameterW-101,000.00$ EachGate Valve, 12 Inch DiameterW-111,200.00$ EachFire Hydrant AssemblyW-124,000.00$ EachPermanent Blow-Off AssemblyW-131,800.00$ EachAir-Vac Assembly, 2-Inch DiameterW-142,000.00$ EachAir-Vac Assembly, 1-Inch DiameterW-151,500.00$ EachCompound Meter Assembly 3-inch DiameterW-168,000.00$ EachCompound Meter Assembly 4-inch DiameterW-179,000.00$ EachCompound Meter Assembly 6-inch DiameterW-1810,000.00$ EachPressure Reducing Valve Station 8-inch to 10-inchW-1920,000.00$ EachWATER SUBTOTAL:SALES TAX @ 10%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B)(C)Page 12 of 14Ref 8-H Bond Quantity WorksheetSECTION II.d WATERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostClean OutsSS-11,000.00$ EachGrease Interceptor, 500 gallonSS-28,000.00$ EachGrease Interceptor, 1000 gallonSS-310,000.00$ EachGrease Interceptor, 1500 gallonSS-415,000.00$ EachSide Sewer Pipe, PVC. 4 Inch DiameterSS-580.00$ LFSide Sewer Pipe, PVC. 6 Inch DiameterSS-695.00$ LFSewer Pipe, PVC, 8 inch DiameterSS-7105.00$ LFSewer Pipe, PVC, 12 Inch DiameterSS-8120.00$ LFSewer Pipe, DI, 8 inch DiameterSS-9115.00$ LFSewer Pipe, DI, 12 Inch DiameterSS-10130.00$ LFManhole, 48 Inch DiameterSS-116,000.00$ EachManhole, 54 Inch DiameterSS-136,500.00$ EachManhole, 60 Inch DiameterSS-157,500.00$ EachManhole, 72 Inch DiameterSS-178,500.00$ EachManhole, 96 Inch DiameterSS-1914,000.00$ EachPipe, C-900, 12 Inch DiameterSS-21180.00$ LFOutside DropSS-241,500.00$ LSInside DropSS-251,000.00$ LSSewer Pipe, PVC, ____ Inch DiameterSS-26Lift Station (Entire System)SS-27LSSANITARY SEWER SUBTOTAL:SALES TAX @ 10%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 13 of 14Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018
Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date:Name:Project Name: PE Registration No:CED Plan # (LUA):Firm Name:CED Permit # (U):Firm Address:Site Address:Phone No.Parcel #(s):Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a)Existing Right-of-Way Improvements Subtotal (b)(b)2,140,128.10$ Future Public Improvements Subtotal(c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d)(d)-$ (e)(f)Site RestorationCivil Construction PermitMaintenance Bond428,025.62$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead and profit. EST1((b) + (c) + (d)) x 20%-$ MAINTENANCE BOND */**(after final acceptance of construction)13,183.50$ 2,140,128.10$ 3,210,192.15$ 13,183.50$ -$ -$ -$ 3,223,375.65$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS3/19/2018Chris SchmidtPE Registration No.StantecR((b x 150%) + (d x 100%))S(e) x 150% + (f) x 100%Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2T(P +R - S)Prepared by:Project InformationCONSTRUCTION BOND AMOUNT */**(prior to permit issuance)(425) 289-7315Chris.Schmidt@stantec.comCascade Hills, Phase 3 AC Water Main Replacement FOR APPROVAL 11130 NE 33rd Place, Bellevue, WA 98004Page 14 of 14Ref 8-H Bond Quantity WorksheetSECTION III. BOND WORKSHEETUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018