HomeMy WebLinkAboutcomment response to 1st review_ Cascade Hills SoosCreek CIPpermit revisionsubmittal_C18001407_2018050120180501REDLINE Markup PLAN Summary CASCADE HILLS V1 SOOS CREEK
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Author: jcisneros
Date: 03/22/2018 8:11:24 AM
Creation Date: 03/22/2018 8:10:53 AM
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R-394403
03/22/2018 8:11:24 AM (1)
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Author: cthomas
Date: 03/29/2018 10:26:49 AM
Creation Date: 03/29/2018 10:24:17 AM
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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
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Author: cthomas
Date: 03/29/2018 10:28:29 AM
Creation Date: 03/29/2018 10:27:12 AM
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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
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Author: cthomas
Date: 03/29/2018 10:29:58 AM
Creation Date: 03/29/2018 10:29:58 AM
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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
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Author: cthomas
Date: 03/29/2018 10:30:31 AM
Creation Date: 03/29/2018 10:30:31 AM
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03/29/2018 10:30:31 AM (1)
Subject: Typewritten Text
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Author: cthomas
Date: 03/29/2018 10:32:07 AM
Creation Date: 03/29/2018 10:31:57 AM
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HERE
03/29/2018 10:32:07 AM (1)
Subject: Typewritten Text
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Author: cthomas
Date: 03/29/2018 10:32:14 AM
Creation Date: 03/29/2018 10:32:07 AM
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OR HERE
03/29/2018 10:32:14 AM (1)
Subject: Typewritten Text
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Author: cthomas
Date: 03/29/2018 10:32:29 AM
Creation Date: 03/29/2018 10:32:29 AM
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03/29/2018 10:32:29 AM (1)
HERE
OR HERE
Subject: Text Box
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Author: aaskren
Date: 04/02/2018 10:22:45 AM
Creation Date: 04/02/2018 10:17:14 AM
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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)
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Author: KRevans
Date: 04/04/2018 10:49:08 AM
Creation Date: 04/04/2018 10:46:30 AM
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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
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Author: KRevans
Date: 04/04/2018 10:50:07 AM
Creation Date: 04/04/2018 10:49:57 AM
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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
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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
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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
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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
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Author: rnair
Date: 04/04/2018 5:50:27 PM
Creation Date: 04/04/2018 5:50:19 PM
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04/04/2018 5:50:27 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:50:36 PM
Creation Date: 04/04/2018 5:50:36 PM
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04/04/2018 5:50:36 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:51:33 PM
Creation Date: 04/04/2018 5:51:33 PM
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04/04/2018 5:51:33 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:51:56 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 5:54:59 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 5:55:07 PM
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04/04/2018 5:55:07 PM (1)
Subject: Highlight
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Author: rnair
Date: 04/04/2018 5:57:20 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 5:58:02 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 5:58:10 PM
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04/04/2018 5:58:10 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:58:16 PM
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04/04/2018 5:58:16 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:58:55 PM
Creation Date: 04/04/2018 5:54:17 PM
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04/04/2018 5:58:55 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:59:07 PM
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04/04/2018 5:59:07 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:59:14 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 5:59:41 PM
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04/04/2018 5:59:41 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 5:59:51 PM
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04/04/2018 5:59:51 PM (1)
Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:00 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:08 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:26 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:34 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:43 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:49 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:00:58 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:01:03 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:01:19 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:01:27 PM
Creation Date: 04/04/2018 6:01:27 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:01:35 PM
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Subject: Line
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Author: rnair
Date: 04/04/2018 6:01:45 PM
Creation Date: 04/04/2018 6:01:41 PM
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04/04/2018 6:01:45 PM (1)
Subject: Text Box
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Author: rnair
Date: 04/11/2018 4:31:09 PM
Creation Date: 04/05/2018 1:00:24 PM
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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
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Author: rwmarshall
Date: 04/12/2018 11:48:29 AM
Creation Date: 04/12/2018 7:41:57 AM
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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
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Author: rnair
Date: 04/16/2018 12:41:14 PM
Creation Date: 04/16/2018 12:40:53 PM
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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
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Status:
Author: rnair
Date: 04/16/2018 12:42:13 PM
Creation Date: 04/16/2018 12:41:58 PM
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use std plan 110.1
04/16/2018 12:42:13 PM (1)
Subject: Text Box
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:13:57 PM
Creation Date: 04/16/2018 2:07:21 PM
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ted-40-3944
04/16/2018 2:13:57 PM (1)
Subject: Text Box
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:14:56 PM
Creation Date: 04/16/2018 2:14:02 PM
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Soos creek w&S district cascade hills water main
replacement
04/16/2018 2:14:56 PM (1)
Subject: Text Box
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:15:24 PM
Creation Date: 04/16/2018 2:12:54 PM
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C18001407
04/16/2018 2:15:24 PM (1)
Subject: Text Box
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:15:51 PM
Creation Date: 04/16/2018 2:13:24 PM
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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
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Author: rnair
Date: 04/16/2018 2:16:46 PM
Creation Date: 04/16/2018 2:16:46 PM
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04/16/2018 2:16:46 PM (1)
Subject: Typewritten Text
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:18:17 PM
Creation Date: 04/16/2018 2:16:57 PM
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1
04/16/2018 2:18:17 PM (1)
Subject: Callout
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Author: rnair
Date: 04/16/2018 2:20:33 PM
Creation Date: 04/16/2018 2:20:20 PM
Color:
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typical
04/16/2018 2:20:33 PM (1)
Subject: Arrow
Page Label: 1
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Author: rnair
Date: 04/16/2018 2:20:45 PM
Creation Date: 04/16/2018 2:20:45 PM
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04/16/2018 2:20:45 PM (1)
Subject: Callout
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Author: rnair
Date: 04/16/2018 2:21:23 PM
Creation Date: 04/16/2018 2:19:37 PM
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04/16/2018 2:21:23 PM (1)
1
typical
typical
Subject: Callout
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Author: rnair
Date: 04/16/2018 2:21:40 PM
Creation Date: 04/16/2018 2:21:37 PM
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04/16/2018 2:21:40 PM (1)
Subject: Line
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Author: rnair
Date: 04/16/2018 5:02:30 PM
Creation Date: 04/16/2018 5:02:30 PM
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04/16/2018 5:02:30 PM (1)
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Author: rnair
Date: 04/16/2018 5:02:38 PM
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Author: rnair
Date: 04/16/2018 5:03:23 PM
Creation Date: 04/16/2018 5:02:58 PM
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std plan 102 provides necessary information
04/16/2018 5:03:23 PM (1)
Subject: Line
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Status:
Author: rnair
Date: 04/16/2018 5:04:05 PM
Creation Date: 04/16/2018 5:04:05 PM
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04/16/2018 5:04:05 PM (1)
typical
std plan 102provides
necessaryinformation
Subject: Line
Page Label: 16
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Author: rnair
Date: 04/16/2018 5:04:10 PM
Creation Date: 04/16/2018 5:04:10 PM
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Author: rnair
Date: 04/16/2018 5:04:16 PM
Creation Date: 04/16/2018 5:04:16 PM
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04/16/2018 5:04:16 PM (1)
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Author: rnair
Date: 04/16/2018 5:04:20 PM
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04/16/2018 5:04:20 PM (1)
Subject: Text Box
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Author: rnair
Date: 04/16/2018 5:20:41 PM
Creation Date: 04/16/2018 2:58:14 PM
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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
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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
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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
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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
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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
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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
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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
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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
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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
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WITHIN
04/16/2018 5:31:34 PM (1)
Subject: Approved - Planning
Page Label: 1
Page Index: 1
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Author: rnair
Date: 04/16/2018 5:37:39 PM
Creation Date: 04/16/2018 5:37:27 PM
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04/16/2018 5:37:39 PM (1)
CITY WORK
WITHIN
CORRECTIONS - RESUBMIT
04/16/2018 rnair
DEVELOPMENT ENGINEERING DIVISION