Markup Summary

Subject: CalloutPage Label: 4Author: dsdlaforceDate: 8/28/2018 1:46:19 PMColor:

Storm Pipe P&P is missing.

dsdlaforce (18)

Subject: CalloutPage Label: 1Author: dsdlaforceDate: 8/28/2018 4:00:45 PMColor:

3:1 Max

Subject: LinePage Label: 1Author: dsdlaforceDate: 8/28/2018 4:01:10 PMColor:

Subject: HighlightPage Label: 1Author: dsdlaforceDate: 8/28/2018 4:01:17 PMColor:

Subject: LinePage Label: 1Author: dsdlaforceDate: 8/28/2018 4:02:32 PMColor:

Subject: HighlightPage Label: 1Author: dsdlaforceDate: 8/28/2018 4:02:38 PMColor:

Subject: CalloutPage Label: 1Author: dsdlaforceDate: 8/28/2018 4:03:04 PMColor:

Revise the extents of the aggregate base courseper the standard detail.

Subject: CalloutPage Label: 1Author: dsdlaforceDate: 8/28/2018 4:03:30 PMColor:

Include El Paso County PCD

Subject: CalloutPage Label: 2Author: dsdlaforceDate: 8/28/2018 4:05:02 PMColor:

Provide Vehicle Tracking Pad

Storm Pipe P&P ismissing.

3:1 Max

Revise the extents of the aggregatebase course per the standard detail.

Include El PasoCounty PCD

Provide VehicleTracking Pad

Subject: Cloud+Page Label: 2Author: dsdlaforceDate: 8/28/2018 4:13:23 PMColor:

Channel should be design so it approaches theconfluence at an angle.

With 173 cfs being conveyed by the proposedchannel it appears that erosion protection isrequired.

Subject: CalloutPage Label: 2Author: dsdlaforceDate: 8/28/2018 4:23:01 PMColor:

update street names to match the plat

Subject: Text BoxPage Label: 2Author: dsdlaforceDate: 8/28/2018 4:27:23 PMColor:

Identify the staging area.

FYI: Moving forward PCD Engineering will requirethat the GEC plan show the staging/storage area

Subject: CalloutPage Label: 4Author: dsdlaforceDate: 8/28/2018 4:30:02 PMColor:

show the proposed culvert crossings

Subject: CalloutPage Label: 6Author: dsdlaforceDate: 8/28/2018 4:37:37 PMColor:

Revise to 30"x30"

Subject: CalloutPage Label: 6Author: dsdlaforceDate: 8/28/2018 4:39:40 PMColor:

Callout the required posted speed limit.Identify the size of the R2-1 sign.

Subject: Text BoxPage Label: 6Author: dsdlaforceDate: 8/28/2018 4:39:43 PMColor:

Revise "Stop" signs to 30"x30"

Subject: CalloutPage Label: 2Author: dsdlaforceDate: 8/28/2018 4:46:33 PMColor:

Provide a typical cross section detail of theproposed channel.

Subject: CalloutPage Label: 2Author: dsdlaforceDate: 8/28/2018 4:47:54 PMColor:

Provide details for the outlet protection and FES. FES should include toe walls.

Channel should be design so itapproaches the confluence at anangle.

With 173 cfs being conveyed by theproposed channel it appears thaterosion protection is required.

update street namesto match the plat

Identify the staging area.

FYI: Moving forward PCDEngineering will require thatthe GEC plan show thestaging/storage area

show the proposedculvert crossings

Revise to 30"x30"

Callout the requiredposted speed limit.Identify the size ofthe R2-1 sign.

Revise "Stop" signs to 30"x30"

Provide a typicalcross section detail ofthe proposedchannel.

Provide details forthe outlet protectionand FES. FESshould include toewalls.

Subject: CalloutPage Label: 4Author: Daniel TorresDate: 8/27/2018 1:25:39 PMColor:

Indicate road classification and provide roadnames per final plat

Daniel Torres (39)

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 1:25:44 PMColor:

Subject: HighlightPage Label: 5Author: Daniel TorresDate: 8/27/2018 1:25:49 PMColor:

Subject: CalloutPage Label: 5Author: Daniel TorresDate: 8/27/2018 1:42:20 PMColor:

Label existing and proposed grade lines andindicate whether grade lines shown are atcenterline

Subject: CalloutPage Label: 1Author: Daniel TorresDate: 8/27/2018 11:11:07 AMColor:

SP-18-003SF-18-024

Subject: CalloutPage Label: 4Author: Daniel TorresDate: 8/27/2018 11:21:57 AMColor:

Install a temporary barricade

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 11:58:00 AMColor:

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 11:58:04 AMColor:

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 11:58:14 AMColor:

Indicate roadclassification andprovide road namesper final plat

Label existing andproposed grade linesand indicate whethergrade lines shown areat centerline

SP-18-003SF-18-024

Install a temporarybarricade

Subject: CalloutPage Label: 4Author: Daniel TorresDate: 8/27/2018 11:58:41 AMColor:

Min. K=37 at sag vertical curves per ECM figure2-20, typical

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 12:38:49 PMColor:

Subject: HighlightPage Label: 4Author: Daniel TorresDate: 8/27/2018 12:38:52 PMColor:

Subject: CalloutPage Label: 4Author: Daniel TorresDate: 8/27/2018 12:40:52 PMColor:

Min. K=19 at crest vertical curves per ECM figure2-19, typical

Subject: HighlightPage Label: 5Author: Daniel TorresDate: 8/27/2018 12:53:35 PMColor:

Subject: HighlightPage Label: 5Author: Daniel TorresDate: 8/27/2018 3:13:55 PMColor:

Subject: HighlightPage Label: 5Author: Daniel TorresDate: 8/27/2018 3:14:27 PMColor:

Subject: CalloutPage Label: 5Author: Daniel TorresDate: 8/27/2018 3:32:19 PMColor:

Min. K=19 at crest vertical curves per ECM figure2-19, typical

Subject: CalloutPage Label: 5Author: Daniel TorresDate: 8/27/2018 3:33:08 PMColor:

Min. K=37 at sag vertical curves per ECM figure2-20, typical

Min. K=37 at sagvertical curves perECM figure 2-20,typical

Min. K=19 at crestvertical curves perECM figure 2-19,typical

Min. K=19 at crestvertical curves perECM figure 2-19,typical

Min. K=37 at sagvertical curves perECM figure 2-20,typical

Subject: CalloutPage Label: 5Author: Daniel TorresDate: 8/27/2018 3:33:33 PMColor:

Adjust cul-de-sac grade for a max 2% slope perECM figure 2-31. As shown there is a ±8% gradefrom center of cul-de-sac to low point.

Subject: CalloutPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:06:07 AMColor:

Planning and Community Development (PCD)

Subject: CalloutPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:06:56 AMColor:

PCD

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:07:16 AMColor:

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:07:18 AMColor:

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:07:22 AMColor:

Subject: CalloutPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:08:14 AMColor:

Department of Public Works

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:08:19 AMColor:

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:08:21 AMColor:

Adjust cul-de-sacgrade for a max 2%slope per ECM figure2-31. As shown thereis a ±8% grade fromcenter of cul-de-sacto low point.

Planning andCommunityDevelopment (PCD)

PCD

Department of PublicWorks

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:08:52 AMColor:

Subject: CalloutPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:12:30 AMColor:

Planning and Community Development

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:12:41 AMColor:

Subject: HighlightPage Label: 1Author: Daniel TorresDate: 8/28/2018 10:12:45 AMColor:

Subject: HighlightPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:22:34 AMColor:

Subject: HighlightPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:24:50 AMColor:

Subject: CalloutPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:25:05 AMColor:

Planning and Community Develpment

Subject: CalloutPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:25:51 AMColor:

Department of Public Works (DPW)

Subject: HighlightPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:25:59 AMColor:

Planning and CommunityDevelopment

Planning andCommunityDevelpment

Department of PublicWorks (DPW)

Subject: CalloutPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:39:00 AMColor:

"D"

Subject: HighlightPage Label: 6Author: Daniel TorresDate: 8/28/2018 10:39:05 AMColor:

Subject: Text BoxPage Label: 2Author: Daniel TorresDate: 8/28/2018 5:23:31 PMColor:

Delineate the limits of construction

"D"

Delineate the limits of construction