| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Engineering Civil Review
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Approved
|
06/18/2024
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06/06/2024
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See Document Markup
Provide auto-turn analysis for the largest anticipated vehicle that would access the site to ensure adequate radii an dimensioning. Coordinate with Shaw Road frontage plans.
[Plans C-3; Pg 3 of 45]
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See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-14; Pg 14 of 45]
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See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-37; Pg 36 of 45]
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Planning Review
|
Approved
|
06/18/2024
|
05/31/2024
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Other/Miscellaneous
SEPA CONDITIONS: SEPA mitigation measures require implementation of a requirement for off-site safe routes to schools improvements. See P-21-0034 SEPA (June 27, 2023). Please provide those plans for further review and agency consultation.
UPDATED 03/04/24: No response to this comment located. Assumed this will be a separate off-site civil permit submittal.
UPDATED 04/30/24: No response to this comment located. Assumed this will be a separate off-site civil permit submittal. Please respond.
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Other/Miscellaneous
LANDSCAPE 03/04/24: Daffodils are required throughout site design frontages, consistent with VMS section 7.3. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Not located on the landscape plan sheets.
LANDSCAPE 03/04/24: Provide bench seating and other pedestrian features on the landscape plan sheets in the street corner plaza. This is required by PMC 20.30.037, and was previously noted. Providing bench seating and ped scale lighting will meet the min. requirements.
LANDSCAPE 04/30/24: Items from March 04 review still outstanding, not located on plan sheets or in comment response.
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Miscellaneous Planning Correction
LANDSCAPE 05/29/24: Sheet 6.02 shows the water line appx. 13' back of walk in the area between the parking lot and Shaw Road just north of buildings G and H. No street trees are shown on the landscape plan sheet, although enough space is available to place trees 10' from the water line. Please add street trees.
LANDSCAPE 05/29/24: Sheet L1.4 shows a large area with no landscaping between the back of walk and the landscaping near the drive thru lane. Sheet C6.01 shows a water line in this area. There are limitations on trees close to water lines (no closer than 10'); however groundcovers and shrubs may be placed within 2' of the water line location. Please add additional evergreen shrub masses to this area and throughout the bermed area between the drive thru and the back of walk to create a more continuous screen of landscape materials. Review of the plant types shows that there are some lower growing shrubs and grasses - however, there is not enough of a continuous line of evergreen material to meet the drive thru screening requirements.
LANDSCAPE 05/29/24: Please provide the specs for the screening fence shown along the back of walk near the commercial parking lot on Shaw Road. How tall is this fence, what material is it, etc.?
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Engineering Traffic Review
|
Approved
|
06/18/2024
|
05/30/2024
|
|
|
|
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Fire Review
|
Approved
|
06/18/2024
|
05/30/2024
|
|
|
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|
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Other/Miscellaneous
1. The water plans are different then what was originally drawn on preliminary site plan. Apply previous notes to Civils. Email on 2/7/23 from Phil Becker acknowledging these requirements and provided a site plan with new layout.
2. Do not block Fire Hydrants, or F.D.C's with parking stalls. Move all blocked Fire Hydrants, and F.D.C's into parking islands.
3. All F.D.C's are required to be within 10-15' of a Fire Hydrant.
4. Provide fire turn-around dimensions and radiuses.
5. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide.
6. Provide auto-turn analysis.
7. Provide Riser Room locations with direct access to side walk.
8. Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb.
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Other/Miscellaneous
1. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide. Temporary access on Pioneer will be required to be a 26' width. Future BLD E does not have a width called out. BLD T.I. requires a 26' fire lane in front. Building G, and H do not have a fire lane width call out on the North side.
2. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
3. Place all F.D.C's and Fire Hydrants closer to fire lanes in all parking islands. Fire Hydrants are placed to close to the parking stall and require a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
4. Provide temporary fire truck turn-around dimensions per the 2018 IFC.
5. Provide Riser Room locations with direct access to side walk.
6. I do not see this addressed? This is required to have its own sheet, with the size of this project all curbs that are not parking stalls will be required to be painted yellow with white stenciled NO PARKING FIRE LANE. FIRE LANE / NO PARKING signs are required to be set behind curb at 50' intervals. (PMC 16.04.015 Emergency vehicle parking) Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb. Remove all other non fire related items off the page.
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Other/Miscellaneous
1. Fire lane plan needs to have the following areas stenciled and painted. See page C2.5 markups.
2. Municipal Code 16.04.015 Emergency vehicle parking. Lanes shall be identified by a 4 inch wide line and block letters 2 feet high, painted in the lane, at 50 foot or such other intervals which the Fire code official determines to be reasonable, stating “Emergency Vehicles Only,” color to be determined by the Fire code official (bright yellow), and by posting of signs stating “Emergency Vehicles Only - No Parking - Violator Vehicles Subject to Impound.” Signs shall be posted on or immediately next to the curb line, or on the building. Signs shall be 12" x 18" and shall have letters and background of contrasting colors, readily readable from at least a 50 foot distance. Signs shall be posted at a minimum no further than 50 feet apart, unless a greater distance is deemed reasonable by the Fire code official, nor shall they be more than 4 feet from the ground unless a greater height is determined necessary by the Fire code official.
3. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
4. Confirm placement of FDC's and Fire Hydrants have a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
5. Riser Room locations have not been found. Show all Riser rooms on the fire lane stripping plan along with Fire Hydrant's and FDC's.
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Other/Miscellaneous
Complete a correction response letter stating where and what pages changes were made on.
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Other/Miscellaneous
Based off the last G&O water model, the water system will be required to be looped. This will be required to be complete prior to vertical construction. This will not be allowed to be phased.
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Public Works Streets Review
|
Approved
|
06/18/2024
|
05/29/2024
|
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|
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Public Works Water Review
|
Approved
|
06/18/2024
|
05/29/2024
|
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|
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See Document Markup
Landscape L1.0: No tree within 10-feet of water mains, hydrants, FDC's, PIV's, meters, and back flow protection. Provide 3-foot planting clear zone around hydrants, FDC's, PIV's, meters, and back flow protection.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.01: The latest hydraulic model on 4-16-2024 shows that a fire hydrant and a fire sprinkler system on a dead-end 8-inch water main cannot provide the 1,500 GPM fire flow required to support this building structure.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.02: The latest hydraulic model on 4-16-2024 shows that fire hydrants and fire sprinkler systems on a dead-end 8-inch water main cannot provide the 1,500 GPM fire flow required to support these building structures.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.01: Remove the words 'stainless steel' from this call out.
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See Document Markup
Civil Resub Sheet C6.02: There are two old water services on Shaw Road that need to be removed as part of this project. A water main shutdown will need to be scheduled with the Water Division, and the corporation stops will need to be removed off the water main and replaced with brass plugs.
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See Document Markup
Landscape L1.0: No irrigation plan is shown. Show irrigation service, size of meter, protected by same size DCVA on Landscape and Civil plans.
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Public Works Collection Review
|
Approved
|
06/18/2024
|
05/29/2024
|
|
|
|
|
Fire Review
|
Failed
|
05/13/2024
|
05/08/2024
|
|
|
|
|
|
Other/Miscellaneous
1. The water plans are different then what was originally drawn on preliminary site plan. Apply previous notes to Civils. Email on 2/7/23 from Phil Becker acknowledging these requirements and provided a site plan with new layout.
2. Do not block Fire Hydrants, or F.D.C's with parking stalls. Move all blocked Fire Hydrants, and F.D.C's into parking islands.
3. All F.D.C's are required to be within 10-15' of a Fire Hydrant.
4. Provide fire turn-around dimensions and radiuses.
5. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide.
6. Provide auto-turn analysis.
7. Provide Riser Room locations with direct access to side walk.
8. Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb.
|
|
|
Other/Miscellaneous
1. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide. Temporary access on Pioneer will be required to be a 26' width. Future BLD E does not have a width called out. BLD T.I. requires a 26' fire lane in front. Building G, and H do not have a fire lane width call out on the North side.
2. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
3. Place all F.D.C's and Fire Hydrants closer to fire lanes in all parking islands. Fire Hydrants are placed to close to the parking stall and require a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
4. Provide temporary fire truck turn-around dimensions per the 2018 IFC.
5. Provide Riser Room locations with direct access to side walk.
6. I do not see this addressed? This is required to have its own sheet, with the size of this project all curbs that are not parking stalls will be required to be painted yellow with white stenciled NO PARKING FIRE LANE. FIRE LANE / NO PARKING signs are required to be set behind curb at 50' intervals. (PMC 16.04.015 Emergency vehicle parking) Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb. Remove all other non fire related items off the page.
|
|
|
Other/Miscellaneous
1. Fire lane plan needs to have the following areas stenciled and painted. See page C2.5 markups.
2. Municipal Code 16.04.015 Emergency vehicle parking. Lanes shall be identified by a 4 inch wide line and block letters 2 feet high, painted in the lane, at 50 foot or such other intervals which the Fire code official determines to be reasonable, stating “Emergency Vehicles Only,” color to be determined by the Fire code official (bright yellow), and by posting of signs stating “Emergency Vehicles Only - No Parking - Violator Vehicles Subject to Impound.” Signs shall be posted on or immediately next to the curb line, or on the building. Signs shall be 12" x 18" and shall have letters and background of contrasting colors, readily readable from at least a 50 foot distance. Signs shall be posted at a minimum no further than 50 feet apart, unless a greater distance is deemed reasonable by the Fire code official, nor shall they be more than 4 feet from the ground unless a greater height is determined necessary by the Fire code official.
3. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
4. Confirm placement of FDC's and Fire Hydrants have a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
5. Riser Room locations have not been found. Show all Riser rooms on the fire lane stripping plan along with Fire Hydrant's and FDC's.
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|
|
Other/Miscellaneous
Complete a correction response letter stating where and what pages changes were made on.
|
|
|
Other/Miscellaneous
Based off the last G&O water model, the water system will be required to be looped. This will be required to be complete prior to vertical construction. This will not be allowed to be phased.
|
|
Public Works Collection Review
|
Approved
|
05/13/2024
|
05/06/2024
|
|
|
|
|
Public Works Streets Review
|
Approved
|
05/13/2024
|
05/06/2024
|
|
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Comment
echo Traffic comments...
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Engineering Traffic Review
|
Approved
|
05/13/2024
|
05/06/2024
|
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See Document Markup
Occupancy (for all buildings) will not be allowed until phase 2 frontage improvements are completed. There will be no phase 1 occupants. Please update note [Civil 0.0]
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See Document Markup
Ramp/truncated dome design do not meet current ADA standards. Please make sure this is addressed in upcoming phase 2 civil design submittal.
[CIVIL - C3.01]
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See Document Markup
Ramp/truncated dome design do not meet current ADA standards Please make sure this is addressed in upcoming phase 2 civil design submittal.
[CIVIL - C3.02]
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See Document Markup
Please clarify on plans that frontage improvements shown on phase 1 have not been reviewed or approved by the City. Frontage improvements will be provided under separate phase 2 permit (roadway widening, city standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, etc.)
[CIVIL - C3.01]
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See Document Markup
Include note that specifically restricts construction access from Shaw Rd.
[Plans C1.1; Pg 3 of 63]
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See Document Markup
Signal work will be completed under phase 2. No access via Shaw Rd for phase 1. Provide note on plans. See conditions for more details.
[Plans C2.1; Pg 4 of 63]
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Engineering Civil Review
|
Approved
|
05/13/2024
|
05/02/2024
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See Document Markup
Provide auto-turn analysis for the largest anticipated vehicle that would access the site to ensure adequate radii an dimensioning. Coordinate with Shaw Road frontage plans.
[Plans C-3; Pg 3 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-14; Pg 14 of 45]
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|
See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
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|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-37; Pg 36 of 45]
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|
See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.11; Pg 24 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.11; Pg 24 of 63]
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See Document Markup
Add: "along the Pioneer Way ditch, then the main stem of Deer Creek before discharging" to the main body of the Puyallup River...or similar language.
[Storm Report; Pg 8 of 821]
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See Document Markup
Add: "then Deer Creek,"
[Storm Report; Pg 9 of 821]
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See Document Markup
FYI Only- 3.20 vs 3.00.
[Storm Report; Pg 17 of 821]
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See Document Markup
VERIFY-Basin 4 total; The quantity is less than last submittal, but the amount of area actually increased with the Phase 2 addition.
[Storm Report; Pg 713 of 821]
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See Document Markup
VERIFY-29,400sf ( 0.67ac).
[Storm Report; Pg 713 of 821]
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See Document Markup
VERIFY-Basin 4 Inputs; see comments on WQ Basin Map, Pg 713.
[Storm Report; Pg 714 of 821]
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See Document Markup
Per prior comment, coordinate with riser geometry, Sht C4.07. Per ACF cut-sheets, bottom of storage is El. 68.40...for 5.87ft of storage, riser crest would be El. 74.27.
[Storm Report; Pg 719 of 821]
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See Document Markup
Per prior comment, shouldn't this be El. 100.00 which is the bottom of storage and the invert of the outlet pipe? This elevation places the orifce on the control riser tee.
[Storm Report; Pg 720 of 821]
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See Document Markup
VERIFY-coordinate with riser geometry, Sht C4.07. Bottom of storage is El. 68.40 + 4.25ft = El. 72.65.
[Storm Report; Pg 719 of 821]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.01; Pg 11 of 53]
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See Document Markup
Per prior comment- callout Rim Elevation.
[Plans Sht C3.02; Pg 12 of 53]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.03; Pg 13 of 53]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: RELOCATE-Phase line to top of pond.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.01; Pg 15 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
FYI- structure info called out on Sht C4.04.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Invert vs pipe slope.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Pipe slope vs invert.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-These are RTank 3 values and do not agree with the ACF RTank 2 elevations.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Is it necessary to have such a large pipe into and out of the control structure?
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.03; Pg 17 of 53]
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See Document Markup
CONFIRM-Type 2 structure req'd.
[Plans Sht C4.03; Pg 17 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
FYI- structure not shown on this sheet. Called out on Sht C4.02.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CLARIFY-readability.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
VERIFY-"SDCB01".
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
Per prior comment, shouldn't this be El. 67.40 which is the bottom of storage and the invert of the outlet pipe? El. 67.65 would place the orifce on the tee of the control riser. [Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-Per prior comment, per calcs there is 5.87ft of storage which places the riser crest at El. 74.27 (Bottom of Storage El. 68.40 + storage depth of 5.87).
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-per calcs the orifice is located at 4.25ft (El. 72.65).
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-Is it necessary to have such a large control riser and inlet/outlet pipes at SDCB10?
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
Please callout 6in sediment storage as provided on previous submittal.
[Plans Sht C4.10; Pg 24 of 53]
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See Document Markup
VERIFY-2yr WSE is greater than the 10yr WSE?
[Plans Sht C4.10; Pg 24 of 53]
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See Document Markup
VERIFY-24" pipe per C4.04.
[Plans Sht C4.30; Pg 31 of 53]
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See Document Markup
REVISE-per prior comment min. 10ft of straight pipe on inlet side of GI (ref. City Stds 402.3(8).
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
CALLOUT-pipe IE
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-reference callout... (4/C5.08)?
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-pipe slope.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
REVISE-per GI comment.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
ADD-SSMH 1 to table.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
ADD-to structure table.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-reference callout... (4/C5.08)?
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
Please callout "inside drop manhole".
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Callout?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Verify slope/invert.
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.04; Pg 37 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C5.05; Pg 38 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C5.06; Pg 39 of 53]
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See Document Markup
Due to long term maintenance concerns associated with the stream corridor, the City desires the watermain to cross over the stream above the high water elevation. Restrained joints (field lok gaskets, megalug, tie rods, etc) and insulating wrap required. Provide elevation detail of the watermain crossing.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
ADD-"to be recorded".
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
CALLOUT-Fire hydrant.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
VERIFY-1.5in RPBA for 1.5in meter.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
VERIFY-pipe run.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
ADD-"to be recorded".
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
VERIFY-pipe run.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
Fitting callout.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
Show gate valve.
[Plans Sht C6.04; Pg 45 of 53]
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See Document Markup
CALLOUT-bend info.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-tee to DDCVA?
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
Pipe run callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-pipe run with plan.
[Plans Sht C6.06; Pg 47 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
VERIFY-pipe run with plan.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
VERIFY-Wet tap per Sht C6.01.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
VERIFY-Profile 1/Sta 14+06 is located at approx. Station 61+30 on this profile.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
Readability.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
Discuss Shaw Road frontage and Pioneer Way frontage flow control aspects.
[Storm Report; Pg 9 of 448]
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These conditions were for the design team's information on the previous review and do not have to be included on the civil plans. Up to the EoR discretion whether to remove or include on the planset.
[Plans Sht C0.0; Pg 1 of 63]
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VERIFY-0420264021.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264053.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264054.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-Generator or Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
CLARIFY-Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C0.0; Pg 1 of 63]
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ADD CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD-CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD Note-Portion of existing watermain to be rerouted.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
OK to use detail...please remove title block info.
[Plans Sht C1.1; Pg 3 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft and min depth of enclosure is 12ft. See City Stds 208.1.
[Plans Sht C2.1; Pg 4 of 63]
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CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft. See City Stds 208.1(3).
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
VERIFY-C2.1?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.4?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.2?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
VERIFY-C2.3?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
Add Note-"Walls over 4'-0" require separate building permit."
[Plans Sht C2.5; Pg 8 of 63]
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See Document Markup
CLARIFY.
[Plans Sht C2.6; Pg 9 of 63]
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See Document Markup
FYI-if this distance is less than 5ft (btwn landing and back of curb), then the DWS is req'd at the bottom of the ramp.
[Plans Sht C2.6; Pg 9 of 63]
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Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.1; Pg 10 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.3; Pg 12 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
RELOCATE-Phase line to top of pond.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
Sht Ref C4.0X? (Typ).
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Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
ADD-WQ Rim and inlet elevation info.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (south).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (S & N).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope). Use ductile iron per City Stds 204.4.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Solid locking lid for WQ purposes?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
FYI-French Drain construction was removed from the CFG planset and pushed to the civil set.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-Rim and IE info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ5 Inlet info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-top elevations with Sht C4.21. (Also, see Control Riser comments, Sht C4.07).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-pipe slope w/ IEs.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ Rim and outlet elevation info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
REVISE-12" dia req'd.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CLARIFY-Phase 2 install?
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CONFIRM-Material callout.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe size.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe info (size and slope). Also, coordinate with Sht C4.31.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
ADD-RTank 3 inlets #1, 3, and 4 with IEs.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
ADD-SDCO#D1 structure details.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
Pipe to east?
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CONFIRM-storm elev...if separation is less than 1ft (must be 6in min), then use ethafoam pad btwn the pipes.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CALLOUT-SDCB#40 info (type, rim and IE).
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
VERIFY-water crossing?
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
ADD-structure info.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
Readability.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CONFIRM-storm elev.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
Show sewer and provide crossing info.
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Callout IE (2 plcs).
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Pipe to south?
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Phase 2 Stub?
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Show existing storm main and provide crossing information.
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Per comments on C4.01, revise to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Verify-fabric overlap reqts.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
ADD-City Standard Details 02.01.05 // 02.01.09.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
60in.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.5 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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VERIFY-It appears to be El. 73.32 noted on Sht. C4.21 (5ft of live storage per calcs-which places riser top at El. 73.40). However, RTank 3 top of storage is El. 75.23. It appears that as RTank 3 fills, RTank 2 will go into overflow before RTank 3 storage is fully utilized. If riser top is intended to be El. 75.25, then RTank 2 appears to be in a surcharged condition.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-24in used in calcs per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.25 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-18in used in calcs per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-It appears to be El. 70.88 noted on Sht. C4.11 (2ft of live storage per calcs-which places riser top at El 69.40). Also, there are a number of CB rims below this elevation.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-2.25 per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.25ft above IE per calcs in Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY- calcs callout a 3rd orifice on the control riser per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-IE w Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.09; Pg 22 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.09; Pg 22 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.10; Pg 23 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.12; Pg 25 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.13; Pg 26 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.14; Pg 27 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.15; Pg 28 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.16; Pg 29 of 63]
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See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.17; Pg 30 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.17; Pg 30 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.20; Pg 31 of 63]
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See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.22; Pg 33 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.23; Pg 34 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.24; Pg 35 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.25; Pg 36 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.26; Pg 37 of 63]
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See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.27; Pg 38 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.27; Pg 38 of 63]
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See Document Markup
COORDINATE with Sht C4.03.
[Plans Sht C4.30; Pg 39 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.30; Pg 39 of 63]
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See Document Markup
COORDINATE with Sht C4.04.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.32; Pg 41 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.33; Pg 42 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.34; Pg 43 of 63]
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See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.35; Pg 44 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.35; Pg 44 of 63]
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See Document Markup
PROVIDE-grease interceptor sizing calculations (750 gal min) for both GIs.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-exceeds max allowable slope (8%).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-drop manhole.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
See comment on plan.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-min. 10ft of straight pipe on inlet side of GI (ref. City Stds 402.3(8).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
Callout?
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
VERIFY-DI per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
REVISE-Record Dwgs indicate this connection as a simple tie-in to an existing stub...no structure.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
CALLOUT-structure type and grate.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
REVISE-side sewer IE.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
Callout?
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
Readability.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C5.03; Pg 47 of 63]
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See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.03; Pg 47 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
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See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.05; Pg 49 of 63]
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See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.05; Pg 49 of 63]
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See Document Markup
CALLOUT-drop manhole per City Std Detail 04.01.02.
[Plans Sht C5.05; Pg 49 of 63]
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See Document Markup
REVISE-per comment Sht C5.01.
[Plans Sht C5.05; Pg 49 of 63]
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See Document Markup
VERIFY-pipe run with Sht C5.03.
[Plans Sht C5.06; Pg 50 of 63]
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See Document Markup
PROVIDE-utility crossing info (exist'g SD and new sewer).
[Plans Sht C5.06; Pg 50 of 63]
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See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
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See Document Markup
VERIFY-pipe length with Sht C5.04.
[Plans Sht C5.06; Pg 50 of 63]
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See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
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See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.07; Pg 51 of 63]
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See Document Markup
ADD-City Std Detail 04.03.04 // 04.06.02
[Plans Sht C5.5; Pg 52 of 63]
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See Document Markup
VERIFY-sheet callout (C5.08?).
[Plans Sht C5.5; Pg 52 of 63]
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See Document Markup
VERIFY-sheet callout (C6.08?). (4 plcs)
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-sheet callout (C6.09?). (5 plcs)
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-sheet callout (C6.10?). (3 plcs)
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
ADD NOTE: Wet taps to existing water mains shall be accomplished through a tapping tee and tapping valve and shall be made by a city approved contractor. The tapping sleeve shall be Romac SST all stainless steel tapping sleeve or approved equal. A two-piece epoxy coated or ductile iron tapping sleeve may be used on ductile iron pipe, when the tap is smaller than the water main size i.e. 6-inch tap on 8-inch pipe. The City shall approve the time and location for these connections.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
ADD NOTE: If the project is utilizing a fire booster pump, the FDC must connect to the sprinkler system on the discharge side of the pump in accordance with NFPA regulations.).
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.03).
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-8x8 wet tap.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-8in GV.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.02).
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-callout 1" per City Std Detail 03.03.01.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
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Public Works Water Review
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Failed
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05/13/2024
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05/02/2024
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See Document Markup
Landscape L1.0: No tree within 10-feet of water mains, hydrants, FDC's, PIV's, meters, and back flow protection. Provide 3-foot planting clear zone around hydrants, FDC's, PIV's, meters, and back flow protection.
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See Document Markup
Landscape L1.0: No irrigation plan is shown. Show irrigation service, size of meter, protected by same size DCVA on Landscape and Civil plans.
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See Document Markup
Civil Resub Sheet C6.02: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement for this plan set.
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See Document Markup
Civil Resub Sheet C6.02: No line valves are called out on the public water main through this project. If any work needs to be done on this public main, all water to this complex will be off until work is completed. At a minimum, consider installing three 8-inch gate valves at this tee for better control. One 8-inch gate valve is required on the east side of this tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show a 6-inch gate valve at this tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Install an 8-inch by 6-inch reducer on south side of tee, with a 6-inch gate valve.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show an 8-inch gate valve at south side of tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap.
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See Document Markup
Civil Resub Sheet C6.02: No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.02: Call out 2-inch PE, not 3-inch PE.
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See Document Markup
Civil Resub Sheet C6.02: Call out 8-inch stainless steel tapping sleeve with gate valve. Show valve.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed.
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See Document Markup
Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed. Show the 6-inch gate valve for the hydrant. A fire hydrant run should be 20-feet or less in length. Move hydrant back in parking bump-out.
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See Document Markup
Civil Resub Sheet C6.02: Show 8-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.03: Do not install 8-inch gate valve until the phase 2 tie-in. Install a 2-inch blow-off assembly per City Standard detail 03.06.01.
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See Document Markup
Civil Resub Sheet C6.04: Call out and show 2-inch gate valves at water main taps. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for these water services.
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See Document Markup
Civil Resub Sheet C6.04: When phase 2 is installed the 8-inch water main will be looped for better fire flow. Install an 8-inch by 6-inch fire hydrant tee west of the fire line tee to provide better future fire flow for the hydrant. The fire line tee can now be 8-inch by 6-inch with a 6-inch gate valve. The 8-inch gate valve to the east will be installed at the phase 2 tie-in. For now install an 8-inch MJ plug in the east end of the fire line tee with thrust blocking.
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See Document Markup
Civil Resub Sheet C6.04: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.07: In a perfect world it would be great to keep our water main at 36-inches of cover. To eliminate trapped air high points, it would be best to run the relocated 8-inch water main under the 12-inch storm line at STA 51+00. Run the 8-inch relatively flat and transition with 45-degree bends to the low tie-in.
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See Document Markup
Civil Resub Sheet C6.09: Move the standard detail to Sheet C6.08.
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See Document Markup
Civil Resub Sheet C6.09: Remove this Standard detail and replace with 03.06.01 2-inch blow-off assembly.
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See Document Markup
Civil Resub Sheet C6.10: Remove this unneeded Standard detail.
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See Document Markup
Civil Resub Sheet C6.01: A water main running under a stream is problematic. The water main might have to be reconfigured to travel over the stream. This will require engineering to support, insulate, and restrain the pipe in this area.
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See Document Markup
Civil Resub Sheet C6.01: Stainless steel tapping sleeves are only required on full size on size wet taps. Remove the stainless steel requirement on 6-inch wet taps.
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See Document Markup
Civil Resub Sheet C6.01: Show the private water service lines into each building. If this is a 1.5-inch meter, a 1.5-inch RPBA would be the correct size.
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See Document Markup
Civil Resub Sheet C6.02: There are two old water services on Shaw Road that need to be removed as part of this project. A water main shutdown will need to be scheduled with the Water Division, and the corporation stops will need to be removed off the water main and replaced with brass plugs.
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See Document Markup
Civil Resub Sheet C6.02: Remove the 6 LF of 8-inch DIP and install 8-inch MJ plug in west side of hydrant tee.
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See Document Markup
Civil Resub Sheet C6.02: Remove the 5 LF of 8-inch DIP and install 8-inch MJ plug in west side of hydrant tee.
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See Document Markup
Civil Resub Sheet C6.04: Recommend that the fire hydrant run is off a separate tee just west of the fire line tee. Install a gate valve on the north side of the tee for the solo fire line run. Remove the 8-inch gate valve east of the fire line tee, until the phase 2 tie-in. If you keep the present configuration, install an 8-inch by 8-inch tee with gate valve to north, 8-inch DIP to hydrant tee, then reducer to 6-inch fire line run.
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See Document Markup
Civil C-14: For pages C-14, C-15, C-16, C-17: Make corrections to all Development Engineering comments on these pages.
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See Document Markup
Civil C-14: For pages C-14, C-15, C-16, C-17: Many of the proposed fire hydrant runs are located off dead-end 8-inch water mains, which reduces the available fire flow. Pay to have a hydraulic model of the proposed water layout, to see if the available fire flow will meet the building requirements.
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See Document Markup
Civil C-14: For pages C-14, C-15: The existing 8-inch water main that runs through this project also supplies water to the property to the south, which requires the water main to be public. Since this existing water main will be running through proposed parking areas, the City will allow a one-time exception from our 40-foot utility easement requirement, and allow the water main to be placed in the middle of a 20-foot easement.
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See Document Markup
Civil C-14: For pages C-14, C-15, C-16, C-17: All water infrastructure for this project outside the proposed public utility easement shall be private, and the property owners responsibility to repair and maintain. This includes all parts of each water service (i.e. connection taps, service line, meter setters, meter boxes, etc.), the only exception would be the water meters and radio transmission equipment (MXU) which would be owned by the City, but paid for and installed by the contractor.
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See Document Markup
Civil C-14: For pages C-14, C-15, C-16, C-17: If the buildings are housing just apartments, a DCVA will be sufficient back flow protection. If the buildings contain both commercial space and apartments, upgrade the protection to an above ground RPBA.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.01: The latest hydraulic model on 4-16-2024 shows that a fire hydrant and a fire sprinkler system on a dead-end 8-inch water main cannot provide the 1,500 GPM fire flow required to support this building structure.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.02: The latest hydraulic model on 4-16-2024 shows that fire hydrants and fire sprinkler systems on a dead-end 8-inch water main cannot provide the 1,500 GPM fire flow required to support these building structures.
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See Document Markup
Civil Resub 4-15-2024 Sheet C6.01: Remove the words 'stainless steel' from this call out.
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See Document Markup
Civil Resub Sheet C6.01: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement on this plan set.
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See Document Markup
Civil Resub Sheet C6.01: This tee will be an 8-inch by 8-inch wet tap with a stainless steel tapping sleeve and an 8-inch gate valve. Not 8-inch by 6-inch as called out.
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See Document Markup
Civil Resub Sheet C6.01: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.01: Follow City standards. Call out 2-inch PE with 2-inch gate valves shown on plan set.
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See Document Markup
Civil Resub Sheet C6.01: 1.5-inch meter requires 1.5-inch RPBA not 1-inch.
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See Document Markup
Civil Resub Sheet C6.01: 1-inch PE for 1-inch water service.
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See Document Markup
Civil Resub Sheet C6.01: The hydrant tee should be called out as 8-inch by 8-inch by 6-inch Fl tee. An 8-inch Fl by MJ adapter to the east. An 8-inch by 6-inch Fl reducer to the west. A 6-inch gate valve Fl by MJ west of reducer. Call out PIV by fire vault.
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See Document Markup
Civil Resub Sheet C6.01: Fire flow will be reduced by not looping in the dead-end 8-inch water main runs.
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Planning Review
|
Failed
|
05/13/2024
|
04/30/2024
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Miscellaneous Planning Correction
CRITICAL AREAS: Is the November 30, 2022 stream corridor revegetation plan (drawn by 'Nature by Design', KOwens) the current plan set for the mitigation plan? Please include those plan sheets with the landscape sheets. Will the mitigation plan be updated as a result of the USACE review and approval process?
UPDATED 03/04/24: No response to this comment located. No stream re-veg plan in landscape resubmittal located. Outstanding comment.
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Other/Miscellaneous
SEPA CONDITIONS: SEPA mitigation measures require implementation of a requirement for off-site safe routes to schools improvements. See P-21-0034 SEPA (June 27, 2023). Please provide those plans for further review and agency consultation.
UPDATED 03/04/24: No response to this comment located. Assumed this will be a separate off-site civil permit submittal.
UPDATED 04/30/24: No response to this comment located. Assumed this will be a separate off-site civil permit submittal. Please respond.
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Other/Miscellaneous
LANDSCAPE 03/04/24: Daffodils are required throughout site design frontages, consistent with VMS section 7.3. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Not located on the landscape plan sheets.
LANDSCAPE 03/04/24: Provide bench seating and other pedestrian features on the landscape plan sheets in the street corner plaza. This is required by PMC 20.30.037, and was previously noted. Providing bench seating and ped scale lighting will meet the min. requirements.
LANDSCAPE 04/30/24: Items from March 04 review still outstanding, not located on plan sheets or in comment response.
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Engineering Civil Review
|
Failed
|
03/22/2024
|
03/27/2024
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See Document Markup
Provide auto-turn analysis for the largest anticipated vehicle that would access the site to ensure adequate radii an dimensioning. Coordinate with Shaw Road frontage plans.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-14; Pg 14 of 45]
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See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Coordinate CSWPPP with the review comments associated with the CFG application PRGR20230972.
[CSWPPP; Pg 1 of 14]
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See Document Markup
Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[O&M Manual; Pg 1 of 25]
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See Document Markup
Provide R-Tank O&M information.
[O&M Manual; Pg 1 of 25]
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See Document Markup
See comments on the 'Existing Conditions Map'.
[Storm Report; Pg 5 of 448]
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See Document Markup
Actually very little runoff generated onsite discharges to the eastern stream channel.
[Storm Report; Pg 5 of 448]
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See Document Markup
Actually the existing storm facility releases through a control structure which is conveyed to the Pioneer Way ditch located at the north property line via a 15in storm pipe...revise accordingly.
[Storm Report; Pg 6 of 448]
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See Document Markup
Please be aware that the existing storm facility's berm has been breached by the stream on the east side of the site due to lack of maintenance of the pond. The stream is currently being conveyed through the facility and outlet structure, then northward to Pioneer Way ditch via the 15in storm main.
[Storm Report; Pg 6 of 448]
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See Document Markup
Very little surface runoff generated on the site is released to the east channel. With the exception of the existing storm pond serving the properties to the south, most of the onsite surface water either collects in the NW corner of the site or enters the Pioneer Way ditch...revise accordingly.
[Storm Report; Pg 6 of 448]
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See Document Markup
VERIFY-"east"?
[Storm Report; Pg 6 of 448]
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See Document Markup
FYI-It is more than a mile to the Puyallup River along the project's release route which includes the Pioneer Way north ditch and main stem of Deer Creek.
[Storm Report; Pg 6 of 448]
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See Document Markup
The WQ biopod is located upstream of the RTanks.
[Storm Report; Pg 6 of 448]
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See Document Markup
VERIFY-12in pipe called out on civils.
[Storm Report; Pg 6 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 6 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 6 of 448]
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See Document Markup
Prior to PH2 approval, provide a backwater analysis of the Pioneer Avenue conveyance system as outlined in City Standards Section 204.3 considering the tailwater elevation (OHWM) of the Pioneer Avenue north ditch, west of Shaw Road. The analysis shall include runoff from onsite (developed conditions) and offsite (existing conditions) basins tributary to the discharge location.
[Storm Report; Pg 6 of 448]
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See Document Markup
See comment in Section 2.2.
[Storm Report; Pg 7 of 448]
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See Document Markup
VERIFY- Exhibit D2 seems more applicable for WQ.
[Storm Report; Pg 7 of 448]
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See Document Markup
CLARIFY-three tanks are indicated in Phase 1 (#1, #2, and #3).
[Storm Report; Pg 8 of 448]
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See Document Markup
CLARIFY-please add commentary that the pumping is only during the construction phase and the permanent condition will be gravity release.
[Storm Report; Pg 8 of 448]
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See Document Markup
Show Bypass basins on an exhibit.
[Storm Report; Pg 8 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 8 of 448]
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See Document Markup
Discuss Shaw Road frontage, Pioneer Way frontage, and future Phase 2 WQ aspects.
[Storm Report; Pg 8 of 448]
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See Document Markup
Phase 1 only?
[Storm Report; Pg 8 of 448]
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See Document Markup
Future RTank is not shown on the plans.
[Storm Report; Pg 9 of 448]
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See Document Markup
FYI ONLY-the City's expectation is that the future replacement storm facility match flow control and water quality constraints of the original pond design (CES, Inc. design; single-event methodology). However, it is acceptable to redesign the facility using current storm regulations (continuous simulation modeling) although it seems counterintuitive due to the increase in facility size necessary to meet the continuous simulation methodology. Similarly, routing the upstream offsite existing flows through the proposed East Town flow control facilities also seems counterintuitive due to the impact to those facilities...particularly since there is an existing pipe outfall at Pioneer Way which serves the existing storm pond. Either way, most important will be to show that the release rates from the future facility, either stand-alone or combined with East Town's facilities, are equal or less than the release rates (2yr/10yr/100yr) of the original facility.
[Storm Report; Pg 9 of 448]
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Add commentary that the RTanks can support the EV outrigger loads and include the manufacturer's confirmation letter.
[Storm Report; Pg 9 of 448]
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See Document Markup
Ref Ecology Section III-2.4 too.
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See Document Markup
Discuss Shaw Road frontage and Pioneer Way frontage flow control aspects.
[Storm Report; Pg 9 of 448]
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See Document Markup
VERIFY-no additional studies associated with the PH2 stream relocation?
[Storm Report; Pg 10 of 448]
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See Document Markup
Add: "A Stormwater Maintenance Agreement will be recorded at the time of Occupancy in accordance with City Standards."
[Storm Report; Pg 10 of 448]
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See Document Markup
Add: "Not a Part".
[Storm Report; Pg 13 of 448]
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See Document Markup
Add: "Not a Part".
[Storm Report; Pg 13 of 448]
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See Document Markup
FYI...Section 1.2.1 states that Abbey Road Group was the surveyor.
[Storm Report; Pg 13 of 448]
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See Document Markup
FYI...Section 1.2.1 states that Abbey Road Group was the surveyor.
[Storm Report; Pg 13 of 448]
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See Document Markup
Identify/Delineate subasins (Upper, Lower, Bypass) used in the modeling.
[Storm Report; Pg 14 of 448]
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See Document Markup
Identify "Future" detention facility location serving existing properties to the south.
[Storm Report; Pg 14 of 448]
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See Document Markup
Please provide a surface area breakdown by phase and basin name. For example, PH1 MF Roof area = ______sf (ac); PH2 MF Roof area = ______sf (ac); etc. Provide a total for each basin breakdown. Also, include the frontage bypass basins.
[Storm Report; Pg 14 of 448]
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Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[Storm Report; Pg 195 of 448]
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See Document Markup
At the time of submitting the Stormwater Management Facilities Agreement include the R-Tank and BioPod O&M information.
[Storm Report; Pg 195 of 448]
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See Document Markup
Okay to leave this Appendix C empty at this time, since a formal O&M manual will be required at Closeout.
[Storm Report; Pg 195 of 448]
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See Document Markup
PROVIDE-buoyancy calculations or buoyancy certification letter for the RTank system considering groundwater monitoring results conducted by Abbey Road Group.
[Storm Report; Pg 208 of 448]
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CLARIFY-shouldn't these PH2 areas be included in WQ Basin 4 since the future developed areas are discharging to Profile 4/C4.06 and ultimately the WQ4 Biopod?
[Storm Report; Pg 359 of 448]
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See Document Markup
Please clarify that WQ for this area will be addressed in PH2.
[Storm Report; Pg 359 of 448]
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See Document Markup
VERIFY-1.37 per Plans, Sht C4.07.
[Storm Report; Pg 372 of 448]
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See Document Markup
VERIFY-18in called out on Sht C4.07.
[Storm Report; Pg 372 of 448]
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See Document Markup
CLARIFY-the combined total storage for RTank2 and RTank3 is 141,452cf (78,829 + 62,623) per civil plans, Sht C4.21 and C4.31.
[Storm Report; Pg 372 of 448]
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Coordinate calculations to reflect the actual control risers being used with the individual RTank system for each subasin.
[Storm Report; Pg 372 of 448]
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See Document Markup
VERIFY-5ft of live storage places riser top at El. 73.40. RTank 3 top of storage is El. 75.23. It appears that as RTank 3 fills, RTank 2 will go into overflow before RTank 3 storage is fully utilized (See comments Sht C4.07 too).
[Storm Report; Pg 372 of 448]
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See Document Markup
VERIFY-El. 74.21 (5.81ft) called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-2.25in called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-12in called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
Coordinate calculations to reflect the actual control risers being used with the individual RTank system for each subasin.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-El. 100.00?
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-2.06 per Plans, Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-El. 68.30 (0.9ft) called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-Orifice is not called out on plans, Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 380 of 448]
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See Document Markup
REVISE to reflect current WQ desgn approach.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 2.1.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 1.2.1.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 2.2.
[Storm Report; Pg 383 of 448]
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See Document Markup
Please add BMP C102.
[Storm Report; Pg 383 of 448]
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See Document Markup
FYI-It is more than a mile to the Puyallup River along the project's release route which includes the Pioneer Way north ditch and main stem of Deer Creek.
[Storm Report; Pg 6 of 448]
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See Document Markup
Please add BMP C107.
[Storm Report; Pg 384 of 448]
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See Document Markup
Add: "Baker Tank sizing calculations included in the CFG Permit PRGR20230972.
[Storm Report; Pg 384 of 448]
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See Document Markup
Add BMP C241 and state "sediment pond sizing calculations included in the CFG Permit PRGR20230972.
[Storm Report; Pg 384 of 448]
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See Document Markup
Please add "and dust control".
[Storm Report; Pg 384 of 448]
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See Document Markup
Add BMPs C120, 121, 123, and C140.
[Storm Report; Pg 384 of 448]
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See Document Markup
Please add BMP C209.
[Storm Report; Pg 385 of 448]
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See Document Markup
Add: "(if approved by the AHJ)".
[Storm Report; Pg 385 of 448]
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See Document Markup
Add: "(if approved by the AHJ)".
[Storm Report; Pg 385 of 448]
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See Document Markup
Please add: "Clean dewatering water shall not be routed through stormwater sediment ponds."
[Storm Report; Pg 385 of 448]
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See Document Markup
Please REVISE to "TBD".
[Storm Report; Pg 388 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 389 of 448]
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See Document Markup
List the Pollution Prevention Team, their title, and contact info for the project. For persons yet to be determined, use "TBD".
[Storm Report; Pg 390 of 448]
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See Document Markup
Provide Monitoring and Sampling criteria...for reference, see Ecology's CSWPPP template.
[Storm Report; Pg 390 of 448]
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See Document Markup
Add Note-"Caution: Protect Existing Watermain During Construction".
[Storm Report; Pg 392 of 448]
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See Document Markup
Add Note-"Caution: Protect Existing Storm Main During Construction".
[Storm Report; Pg 392 of 448]
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See Document Markup
Include filter sock detail also.
[CSWPPP; 393 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 400 of 448]
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See Document Markup
These conditions were for the design team's information on the previous review and do not have to be included on the civil plans. Up to the EoR discretion whether to remove or include on the planset.
[Plans Sht C0.0; Pg 1 of 63]
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VERIFY-0420264021.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264053.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264054.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-Generator or Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
CLARIFY-Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
ADD CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD-CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD Note-Portion of existing watermain to be rerouted.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
OK to use detail...please remove title block info.
[Plans Sht C1.1; Pg 3 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft and min depth of enclosure is 12ft. See City Stds 208.1.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft. See City Stds 208.1(3).
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
VERIFY-C2.1?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.4?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.2?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
VERIFY-C2.3?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
Add Note-"Walls over 4'-0" require separate building permit."
[Plans Sht C2.5; Pg 8 of 63]
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See Document Markup
CLARIFY.
[Plans Sht C2.6; Pg 9 of 63]
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See Document Markup
FYI-if this distance is less than 5ft (btwn landing and back of curb), then the DWS is req'd at the bottom of the ramp.
[Plans Sht C2.6; Pg 9 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.1; Pg 10 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.3; Pg 12 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
RELOCATE-Phase line to top of pond.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
Sht Ref C4.0X? (Typ).
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
ADD-WQ Rim and inlet elevation info.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (south).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (S & N).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope). Use ductile iron per City Stds 204.4.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Solid locking lid for WQ purposes?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
FYI-French Drain construction was removed from the CFG planset and pushed to the civil set.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-Rim and IE info.
[Plans Sht C4.02; Pg 15 of 63]
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|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ5 Inlet info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-top elevations with Sht C4.21. (Also, see Control Riser comments, Sht C4.07).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-pipe slope w/ IEs.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ Rim and outlet elevation info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.02; Pg 15 of 63]
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|
See Document Markup
REVISE-12" dia req'd.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CLARIFY-Phase 2 install?
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CONFIRM-Material callout.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe size.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe info (size and slope). Also, coordinate with Sht C4.31.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
ADD-RTank 3 inlets #1, 3, and 4 with IEs.
[Plans Sht C4.04; Pg 17 of 63]
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|
|
See Document Markup
ADD-SDCO#D1 structure details.
[Plans Sht C4.04; Pg 17 of 63]
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|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.04; Pg 17 of 63]
|
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|
See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C4.04; Pg 17 of 63]
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|
See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.04; Pg 17 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C4.04; Pg 17 of 63]
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|
|
See Document Markup
Pipe to east?
[Plans Sht C4.05; Pg 18 of 63]
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|
|
See Document Markup
CONFIRM-storm elev...if separation is less than 1ft (must be 6in min), then use ethafoam pad btwn the pipes.
[Plans Sht C4.05; Pg 18 of 63]
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|
|
See Document Markup
CALLOUT-SDCB#40 info (type, rim and IE).
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
VERIFY-water crossing?
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
ADD-structure info.
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
Readability.
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
CONFIRM-storm elev.
[Plans Sht C4.05; Pg 18 of 63]
|
|
|
See Document Markup
Show sewer and provide crossing info.
[Plans Sht C4.06; Pg 19 of 63]
|
|
|
See Document Markup
Callout IE (2 plcs).
[Plans Sht C4.06; Pg 19 of 63]
|
|
|
See Document Markup
Pipe to south?
[Plans Sht C4.06; Pg 19 of 63]
|
|
|
See Document Markup
Phase 2 Stub?
[Plans Sht C4.06; Pg 19 of 63]
|
|
|
See Document Markup
Show existing storm main and provide crossing information.
[Plans Sht C4.06; Pg 19 of 63]
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|
|
See Document Markup
Per comments on C4.01, revise to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.06; Pg 19 of 63]
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|
See Document Markup
Verify-fabric overlap reqts.
[Plans Sht C4.07; Pg 20 of 63]
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|
See Document Markup
ADD-City Standard Details 02.01.05 // 02.01.09.
[Plans Sht C4.07; Pg 20 of 63]
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|
See Document Markup
60in.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.5 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-It appears to be El. 73.32 noted on Sht. C4.21 (5ft of live storage per calcs-which places riser top at El. 73.40). However, RTank 3 top of storage is El. 75.23. It appears that as RTank 3 fills, RTank 2 will go into overflow before RTank 3 storage is fully utilized. If riser top is intended to be El. 75.25, then RTank 2 appears to be in a surcharged condition.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-24in used in calcs per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
|
|
|
See Document Markup
VERIFY-1.25 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
|
|
|
See Document Markup
VERIFY-18in used in calcs per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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|
See Document Markup
VERIFY-It appears to be El. 70.88 noted on Sht. C4.11 (2ft of live storage per calcs-which places riser top at El 69.40). Also, there are a number of CB rims below this elevation.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-2.25 per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
|
|
|
See Document Markup
VERIFY-1.25ft above IE per calcs in Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY- calcs callout a 3rd orifice on the control riser per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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|
See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.08; Pg 21 of 63]
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|
|
See Document Markup
CONFIRM-IE w Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
|
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|
See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
|
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|
See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.08; Pg 21 of 63]
|
|
|
See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.09; Pg 22 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.09; Pg 22 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.10; Pg 23 of 63]
|
|
|
See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.11; Pg 24 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.11; Pg 24 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.12; Pg 25 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.13; Pg 26 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.14; Pg 27 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.15; Pg 28 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.16; Pg 29 of 63]
|
|
|
See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.17; Pg 30 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.17; Pg 30 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.20; Pg 31 of 63]
|
|
|
See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
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|
|
See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
|
|
|
See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.21; Pg 32 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.21; Pg 32 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.22; Pg 33 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.23; Pg 34 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.24; Pg 35 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.25; Pg 36 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.26; Pg 37 of 63]
|
|
|
See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.27; Pg 38 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.27; Pg 38 of 63]
|
|
|
See Document Markup
COORDINATE with Sht C4.03.
[Plans Sht C4.30; Pg 39 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.30; Pg 39 of 63]
|
|
|
See Document Markup
COORDINATE with Sht C4.04.
[Plans Sht C4.31; Pg 40 of 63]
|
|
|
See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
|
|
|
See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
|
|
|
See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.31; Pg 40 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.31; Pg 40 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.32; Pg 41 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.33; Pg 42 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.34; Pg 43 of 63]
|
|
|
See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.35; Pg 44 of 63]
|
|
|
See Document Markup
Legibility.
[Plans Sht C4.35; Pg 44 of 63]
|
|
|
See Document Markup
PROVIDE-grease interceptor sizing calculations (750 gal min) for both GIs.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-exceeds max allowable slope (8%).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-drop manhole.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
See comment on plan.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-min. 10ft of straight pipe on inlet side of GI (ref. City Stds 402.3(8).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
VERIFY-DI per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
REVISE-Record Dwgs indicate this connection as a simple tie-in to an existing stub...no structure.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-structure type and grate.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
REVISE-side sewer IE.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Readability.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
CALLOUT-drop manhole per City Std Detail 04.01.02.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.01.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
VERIFY-pipe run with Sht C5.03.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info (exist'g SD and new sewer).
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
VERIFY-pipe length with Sht C5.04.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.07; Pg 51 of 63]
|
|
|
See Document Markup
ADD-City Std Detail 04.03.04 // 04.06.02
[Plans Sht C5.5; Pg 52 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C5.08?).
[Plans Sht C5.5; Pg 52 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C6.08?). (4 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C6.09?). (5 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C6.10?). (3 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
ADD NOTE: Wet taps to existing water mains shall be accomplished through a tapping tee and tapping valve and shall be made by a city approved contractor. The tapping sleeve shall be Romac SST all stainless steel tapping sleeve or approved equal. A two-piece epoxy coated or ductile iron tapping sleeve may be used on ductile iron pipe, when the tap is smaller than the water main size i.e. 6-inch tap on 8-inch pipe. The City shall approve the time and location for these connections.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
ADD NOTE: If the project is utilizing a fire booster pump, the FDC must connect to the sprinkler system on the discharge side of the pump in accordance with NFPA regulations.).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.03).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-8x8 wet tap.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-8in GV.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.02).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-callout 1" per City Std Detail 03.03.01.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.04).
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 6in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-fitting and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.01).
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
ADD NOTE: Wet taps to existing water mains shall be accomplished through a tapping tee and tapping valve and shall be made by a city approved contractor. The tapping sleeve shall be Romac SST all stainless steel tapping sleeve or approved equal. A two-piece epoxy coated or ductile iron tapping sleeve may be used on ductile iron pipe, when the tap is smaller than the water main size i.e. 6-inch tap on 8-inch pipe. The City shall approve the time and location for these connections.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
See comments Sht C6.01.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-and show 6in GV.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-and show 6in GV.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-to abandon rerouted existing watermain.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
VERIFY-sheet reference (C6.06?).
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
See comments Sht C6.01.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
REVISE-use blowoff assembly.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.01).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.04).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CONFIRM-hydrant run with the hydraulic model (max run 20ft w/o modeling).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.03).
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
See comments Sht C6.01.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.02).
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
ADD-ethafoam detail to plan set.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
CALLOUT-8in GV.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-water pipe conflicts with storm pipe.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-relocate watermain to provide a min. of 6" clear and install ethafoam per detail. In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to relocate the existing watermain to provide adequate separation.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-callout 1" per City Std Detail 03.03.01.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
CALLOUT-6in GV.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-per Sht C6.02 comment.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-use blowoff assembly.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
ADD Note-"See City Std Detail 03.01.03-1 & 2 for crossing criteria."
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail Sht C6.05.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-8x8 wet tap per City Stds 301.1(3).
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-8in GV.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
ADD Note-"See City Std Detail 03.01.03-1 & 2 for crossing criteria."
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-relocate watermain to provide a min. of 6" clear and install ethafoam per detail. In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to relocate the existing watermain to provide adequate separation.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
NOTE to ENGR-although Ethafoam was suggested during last review, is AHBL confident that a 24in storm pipe flowing full will not negatively affect the watermain when there is only 6in of separation? In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to lower the existing watermain.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-8x8 wet tap.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-water pipe conflicts with storm pipe.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
VERIFY-water elevation callout.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
VERIFY-if 3" water service(s) are anticipated, include City Std Detail 03.03.03 to the planset.
[Plans Sht C6.08; Pg 60 of 63]
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See Document Markup
Combine with thrust block details on Sht C6.08.
[Plans Sht C6.09; Pg 61 of 63]
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See Document Markup
ADD-City Std Details 03.04.01 // 03.04.03 (if 3" water service(s) are anticipated) // 03.06.01 // 03.11.01.
[Plans Sht C6.10; Pg 62 of 63]
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See Document Markup
Please submit the signal planset with the separate and forthcoming Offsite civil application.
[Signal Plans Sht PM-01; Pg 1 of 9]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[ADS Technical Sheet, Burial Depth of Corrugated HDPE Pipe]
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See Document Markup
Revise landscape design to ensure there are no trees within 10ft of underground wet utilities and fire hydrants.
[Landscape Plans Sht L1.0; Pg 1 of 10]
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See Document Markup
Add: "along the Pioneer Way ditch, then the main stem of Deer Creek before discharging" to the main body of the Puyallup River...or similar language.
[Storm Report; Pg 8 of 821]
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See Document Markup
Add: "then Deer Creek,"
[Storm Report; Pg 9 of 821]
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See Document Markup
FYI Only- 3.20 vs 3.00.
[Storm Report; Pg 17 of 821]
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See Document Markup
VERIFY-Basin 4 total; The quantity is less than last submittal, but the amount of area actually increased with the Phase 2 addition.
[Storm Report; Pg 713 of 821]
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See Document Markup
VERIFY-29,400sf ( 0.67ac).
[Storm Report; Pg 713 of 821]
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See Document Markup
VERIFY-Basin 4 Inputs; see comments on WQ Basin Map, Pg 713.
[Storm Report; Pg 714 of 821]
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See Document Markup
Per prior comment, coordinate with riser geometry, Sht C4.07. Per ACF cut-sheets, bottom of storage is El. 68.40...for 5.87ft of storage, riser crest would be El. 74.27.
[Storm Report; Pg 719 of 821]
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See Document Markup
Per prior comment, shouldn't this be El. 100.00 which is the bottom of storage and the invert of the outlet pipe? This elevation places the orifce on the control riser tee.
[Storm Report; Pg 720 of 821]
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See Document Markup
VERIFY-coordinate with riser geometry, Sht C4.07. Bottom of storage is El. 68.40 + 4.25ft = El. 72.65.
[Storm Report; Pg 719 of 821]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.01; Pg 11 of 53]
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See Document Markup
Per prior comment- callout Rim Elevation.
[Plans Sht C3.02; Pg 12 of 53]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.03; Pg 13 of 53]
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See Document Markup
Please emphasize the limits of the regulated floodplain for clarity (per the LOMR, Effective September 8, 2022).
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: RELOCATE-Phase line to top of pond.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
Per prior comment: CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C3.04; Pg 14 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.01; Pg 15 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
FYI- structure info called out on Sht C4.04.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Invert vs pipe slope.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Pipe slope vs invert.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-These are RTank 3 values and do not agree with the ACF RTank 2 elevations.
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
VERIFY-Is it necessary to have such a large pipe into and out of the control structure?
[Plans Sht C4.02; Pg 16 of 53]
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See Document Markup
Per prior comment-Provide utility crossing information.
[Plans Sht C4.03; Pg 17 of 53]
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See Document Markup
CONFIRM-Type 2 structure req'd.
[Plans Sht C4.03; Pg 17 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
FYI- structure not shown on this sheet. Called out on Sht C4.02.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CLARIFY-readability.
[Plans Sht C4.04; Pg 18 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.05; Pg 19 of 53]
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See Document Markup
CALLOUT-reference.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C4.06; Pg 20 of 53]
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See Document Markup
VERIFY-"SDCB01".
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
Per prior comment, shouldn't this be El. 67.40 which is the bottom of storage and the invert of the outlet pipe? El. 67.65 would place the orifce on the tee of the control riser. [Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-Per prior comment, per calcs there is 5.87ft of storage which places the riser crest at El. 74.27 (Bottom of Storage El. 68.40 + storage depth of 5.87).
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-per calcs the orifice is located at 4.25ft (El. 72.65).
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
VERIFY-Is it necessary to have such a large control riser and inlet/outlet pipes at SDCB10?
[Plans Sht C4.07; Pg 21 of 53]
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See Document Markup
Please callout 6in sediment storage as provided on previous submittal.
[Plans Sht C4.10; Pg 24 of 53]
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See Document Markup
VERIFY-2yr WSE is greater than the 10yr WSE?
[Plans Sht C4.10; Pg 24 of 53]
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See Document Markup
VERIFY-24" pipe per C4.04.
[Plans Sht C4.30; Pg 31 of 53]
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See Document Markup
REVISE-per prior comment min. 10ft of straight pipe on inlet side of GI (ref. City Stds 402.3(8).
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
CALLOUT-pipe IE
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-reference callout... (4/C5.08)?
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-pipe slope.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
REVISE-per GI comment.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
ADD-SSMH 1 to table.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
ADD-to structure table.
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
VERIFY-reference callout... (4/C5.08)?
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
Please callout "inside drop manhole".
[Plans Sht C5.01; Pg 34 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Callout?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Verify slope/invert.
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.02; Pg 35 of 53]
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See Document Markup
Pipe Run Info?
[Plans Sht C5.04; Pg 37 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C5.05; Pg 38 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C5.06; Pg 39 of 53]
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See Document Markup
Due to long term maintenance concerns associated with the stream corridor, the City desires the watermain to cross over the stream above the high water elevation. Restrained joints (field lok gaskets, megalug, tie rods, etc) and insulating wrap required. Provide elevation detail of the watermain crossing.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
ADD-"to be recorded".
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
CALLOUT-Fire hydrant.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
VERIFY-1.5in RPBA for 1.5in meter.
[Plans Sht C6.01; Pg 42 of 53]
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See Document Markup
VERIFY-pipe run.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
ADD-"to be recorded".
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
VERIFY-pipe run.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
Fitting callout.
[Plans Sht C6.02; Pg 43 of 53]
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See Document Markup
Show gate valve.
[Plans Sht C6.04; Pg 45 of 53]
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See Document Markup
CALLOUT-bend info.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-tee to DDCVA?
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
Pipe run callout.
[Plans Sht C6.05; Pg 46 of 53]
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See Document Markup
VERIFY-pipe run with plan.
[Plans Sht C6.06; Pg 47 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
VERIFY-pipe run with plan.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.07; Pg 48 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
VERIFY-Wet tap per Sht C6.01.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
VERIFY-Profile 1/Sta 14+06 is located at approx. Station 61+30 on this profile.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
CALLOUT-Ethafoam crossing per 3/C6.05.
[Plans Sht C6.08; Pg 49 of 53]
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See Document Markup
Readability.
[Plans Sht C6.08; Pg 49 of 53]
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Public Works Streets Review
|
Failed
|
03/22/2024
|
03/22/2024
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Comment
echo Traffic comments...
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Engineering Traffic Review
|
Failed
|
03/22/2024
|
03/20/2024
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Other/Miscellaneous
Per previous comment, include complete signal design with upcoming (separate) civil submittal for frontage improvements along Shaw Rd and E Pioneer. The City's review of proposed signal improvements will occur when complete frontage design is submitted with phase 2 (do not include signal improvements with current phase 1 submittal). Preliminary signal design submitted with phase 1 has not been reviewed. Please reference conditions for design requirements.
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Include note that specifically restricts construction access from Shaw Rd.
[Plans C1.1; Pg 3 of 63]
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Signal work will be completed under phase 2. No access via Shaw Rd for phase 1. Provide note on plans. See conditions for more details.
[Plans C2.1; Pg 4 of 63]
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The City's review of proposed signal improvements will occur when complete frontage design is submitted with phase 2 (do not include signal improvements with current phase 1 submittal)
[PM-01]
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Occupancy (for all buildings) will not be allowed until phase 2 frontage improvements are completed. There will be no phase 1 occupants. Please update note [Civil 0.0]
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Ramp/truncated dome design do not meet current ADA standards. Please make sure this is addressed in upcoming phase 2 civil design submittal.
[CIVIL - C3.01]
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Ramp/truncated dome design do not meet current ADA standards Please make sure this is addressed in upcoming phase 2 civil design submittal.
[CIVIL - C3.02]
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Please clarify on plans that frontage improvements shown on phase 1 have not been reviewed or approved by the City. Frontage improvements will be provided under separate phase 2 permit (roadway widening, city standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, etc.)
[CIVIL - C3.01]
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Public Works Collection Review
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Approved
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03/22/2024
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03/19/2024
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Fire Review
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Failed
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03/22/2024
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03/19/2024
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Other/Miscellaneous
1. The water plans are different then what was originally drawn on preliminary site plan. Apply previous notes to Civils. Email on 2/7/23 from Phil Becker acknowledging these requirements and provided a site plan with new layout.
2. Do not block Fire Hydrants, or F.D.C's with parking stalls. Move all blocked Fire Hydrants, and F.D.C's into parking islands.
3. All F.D.C's are required to be within 10-15' of a Fire Hydrant.
4. Provide fire turn-around dimensions and radiuses.
5. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide.
6. Provide auto-turn analysis.
7. Provide Riser Room locations with direct access to side walk.
8. Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb.
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Other/Miscellaneous
1. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide. Temporary access on Pioneer will be required to be a 26' width. Future BLD E does not have a width called out. BLD T.I. requires a 26' fire lane in front. Building G, and H do not have a fire lane width call out on the North side.
2. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
3. Place all F.D.C's and Fire Hydrants closer to fire lanes in all parking islands. Fire Hydrants are placed to close to the parking stall and require a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
4. Provide temporary fire truck turn-around dimensions per the 2018 IFC.
5. Provide Riser Room locations with direct access to side walk.
6. I do not see this addressed? This is required to have its own sheet, with the size of this project all curbs that are not parking stalls will be required to be painted yellow with white stenciled NO PARKING FIRE LANE. FIRE LANE / NO PARKING signs are required to be set behind curb at 50' intervals. (PMC 16.04.015 Emergency vehicle parking) Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb. Remove all other non fire related items off the page.
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Other/Miscellaneous
1. Fire lane plan needs to have the following areas stenciled and painted. See page C2.5 markups.
2. Municipal Code 16.04.015 Emergency vehicle parking. Lanes shall be identified by a 4 inch wide line and block letters 2 feet high, painted in the lane, at 50 foot or such other intervals which the Fire code official determines to be reasonable, stating “Emergency Vehicles Only,” color to be determined by the Fire code official (bright yellow), and by posting of signs stating “Emergency Vehicles Only - No Parking - Violator Vehicles Subject to Impound.” Signs shall be posted on or immediately next to the curb line, or on the building. Signs shall be 12" x 18" and shall have letters and background of contrasting colors, readily readable from at least a 50 foot distance. Signs shall be posted at a minimum no further than 50 feet apart, unless a greater distance is deemed reasonable by the Fire code official, nor shall they be more than 4 feet from the ground unless a greater height is determined necessary by the Fire code official.
3. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
4. Confirm placement of FDC's and Fire Hydrants have a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
5. Riser Room locations have not been found. Show all Riser rooms on the fire lane stripping plan along with Fire Hydrant's and FDC's.
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Public Works Water Review
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Failed
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03/22/2024
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03/19/2024
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Civil C-14: For pages C-14, C-15, C-16, C-17: Make corrections to all Development Engineering comments on these pages.
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Civil C-14: For pages C-14, C-15, C-16, C-17: Many of the proposed fire hydrant runs are located off dead-end 8-inch water mains, which reduces the available fire flow. Pay to have a hydraulic model of the proposed water layout, to see if the available fire flow will meet the building requirements.
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Civil C-14: For pages C-14, C-15: The existing 8-inch water main that runs through this project also supplies water to the property to the south, which requires the water main to be public. Since this existing water main will be running through proposed parking areas, the City will allow a one-time exception from our 40-foot utility easement requirement, and allow the water main to be placed in the middle of a 20-foot easement.
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Civil C-14: For pages C-14, C-15, C-16, C-17: All water infrastructure for this project outside the proposed public utility easement shall be private, and the property owners responsibility to repair and maintain. This includes all parts of each water service (i.e. connection taps, service line, meter setters, meter boxes, etc.), the only exception would be the water meters and radio transmission equipment (MXU) which would be owned by the City, but paid for and installed by the contractor.
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Civil C-14: For pages C-14, C-15, C-16, C-17: If the buildings are housing just apartments, a DCVA will be sufficient back flow protection. If the buildings contain both commercial space and apartments, upgrade the protection to an above ground RPBA.
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Landscape L1.0: No tree within 10-feet of water mains, hydrants, FDC's, PIV's, meters, and back flow protection. Provide 3-foot planting clear zone around hydrants, FDC's, PIV's, meters, and back flow protection.
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Landscape L1.0: No irrigation plan is shown. Show irrigation service, size of meter, protected by same size DCVA on Landscape and Civil plans.
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Civil Resub Sheet C6.01: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement on this plan set.
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Civil Resub Sheet C6.01: This tee will be an 8-inch by 8-inch wet tap with a stainless steel tapping sleeve and an 8-inch gate valve. Not 8-inch by 6-inch as called out.
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Civil Resub Sheet C6.01: Call out PIV.
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Civil Resub Sheet C6.01: Follow City standards. Call out 2-inch PE with 2-inch gate valves shown on plan set.
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Civil Resub Sheet C6.01: 1.5-inch meter requires 1.5-inch RPBA not 1-inch.
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Civil Resub Sheet C6.01: 1-inch PE for 1-inch water service.
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Civil Resub Sheet C6.01: The hydrant tee should be called out as 8-inch by 8-inch by 6-inch Fl tee. An 8-inch Fl by MJ adapter to the east. An 8-inch by 6-inch Fl reducer to the west. A 6-inch gate valve Fl by MJ west of reducer. Call out PIV by fire vault.
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Civil Resub Sheet C6.01: Fire flow will be reduced by not looping in the dead-end 8-inch water main runs.
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Civil Resub Sheet C6.02: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement for this plan set.
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Civil Resub Sheet C6.02: No line valves are called out on the public water main through this project. If any work needs to be done on this public main, all water to this complex will be off until work is completed. At a minimum, consider installing three 8-inch gate valves at this tee for better control. One 8-inch gate valve is required on the east side of this tee.
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Civil Resub Sheet C6.02: Call out and show a 6-inch gate valve at this tee.
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Civil Resub Sheet C6.02: Call out PIV.
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Civil Resub Sheet C6.02: Install an 8-inch by 6-inch reducer on south side of tee, with a 6-inch gate valve.
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Civil Resub Sheet C6.02: Call out and show an 8-inch gate valve at south side of tee.
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Civil Resub Sheet C6.02: Call out PIV.
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Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap.
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Civil Resub Sheet C6.02: No backflow protection is shown for this water service.
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Civil Resub Sheet C6.02: Call out 2-inch PE, not 3-inch PE.
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Civil Resub Sheet C6.02: Call out 8-inch stainless steel tapping sleeve with gate valve. Show valve.
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Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.02: Call out PIV.
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Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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Civil Resub Sheet C6.02: Call out PIV.
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Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed.
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Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed. Show the 6-inch gate valve for the hydrant. A fire hydrant run should be 20-feet or less in length. Move hydrant back in parking bump-out.
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Civil Resub Sheet C6.02: Show 8-inch gate valve at tee.
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Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.03: Do not install 8-inch gate valve until the phase 2 tie-in. Install a 2-inch blow-off assembly per City Standard detail 03.06.01.
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Civil Resub Sheet C6.04: Call out and show 2-inch gate valves at water main taps. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for these water services.
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Civil Resub Sheet C6.04: When phase 2 is installed the 8-inch water main will be looped for better fire flow. Install an 8-inch by 6-inch fire hydrant tee west of the fire line tee to provide better future fire flow for the hydrant. The fire line tee can now be 8-inch by 6-inch with a 6-inch gate valve. The 8-inch gate valve to the east will be installed at the phase 2 tie-in. For now install an 8-inch MJ plug in the east end of the fire line tee with thrust blocking.
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Civil Resub Sheet C6.04: Call out PIV.
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Civil Resub Sheet C6.07: In a perfect world it would be great to keep our water main at 36-inches of cover. To eliminate trapped air high points, it would be best to run the relocated 8-inch water main under the 12-inch storm line at STA 51+00. Run the 8-inch relatively flat and transition with 45-degree bends to the low tie-in.
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Civil Resub Sheet C6.09: Move the standard detail to Sheet C6.08.
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Civil Resub Sheet C6.09: Remove this Standard detail and replace with 03.06.01 2-inch blow-off assembly.
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Civil Resub Sheet C6.10: Remove this unneeded Standard detail.
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Civil Resub Sheet C6.01: A water main running under a stream is problematic. The water main might have to be reconfigured to travel over the stream. This will require engineering to support, insulate, and restrain the pipe in this area.
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Civil Resub Sheet C6.01: Stainless steel tapping sleeves are only required on full size on size wet taps. Remove the stainless steel requirement on 6-inch wet taps.
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Civil Resub Sheet C6.01: Show the private water service lines into each building. If this is a 1.5-inch meter, a 1.5-inch RPBA would be the correct size.
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Civil Resub Sheet C6.02: There are two old water services on Shaw Road that need to be removed as part of this project. A water main shutdown will need to be scheduled with the Water Division, and the corporation stops will need to be removed off the water main and replaced with brass plugs.
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Civil Resub Sheet C6.02: Remove the 6 LF of 8-inch DIP and install 8-inch MJ plug in west side of hydrant tee.
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Civil Resub Sheet C6.02: Remove the 5 LF of 8-inch DIP and install 8-inch MJ plug in west side of hydrant tee.
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Civil Resub Sheet C6.04: Recommend that the fire hydrant run is off a separate tee just west of the fire line tee. Install a gate valve on the north side of the tee for the solo fire line run. Remove the 8-inch gate valve east of the fire line tee, until the phase 2 tie-in. If you keep the present configuration, install an 8-inch by 8-inch tee with gate valve to north, 8-inch DIP to hydrant tee, then reducer to 6-inch fire line run.
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Planning Review
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Failed
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03/22/2024
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03/04/2024
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Site frontage must contain type II, 12 feet of layered shrubs and ground cover in a berm. Grass cannot be located in first 12 feet of landscape yard. See VMS type IIc standard. [landscape comment, sheet L1.1]
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Add additional street tree here along frontage of bldg H. [landscape comment, sheet L1.1]
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Add additional row of street trees here. This landscape yard must be 12 feet, see civil plan comments. [landscape comment, sheet L1.1]
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Add additional row of street trees interior to the walk way along drive asile. This walk way must be interior of a landscape strip, also see civil plan comments. [landscape comment, sheet L1.1]
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Planning commented on location of utilities and conflict with parking lot landscape islands on full civil plan set. Landscape architect to coordinate with civil design to show all water, sanitary, storm and other underground utilities on each quadrant plan set sheet, ensuring proper separation is provided [landscape comment, sheet L1.0]
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Any area in a stream buffer must be restore/re-vegetated with native plants only. [landscape comment, sheet L1.3]
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Show city standard sight distance triangle area on both sides of drive way [landscape comment, sheet L1.4]
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Move walk way interior to drive aisle, move landscape to edge of curb line, add trees. Must use a medium sized tree for area, such as a european hornbeam, zelkova, Frontier elm, gingko, or similar species here [landscape comment, sheet L1.4]
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Planter strip must be 6 feet wide, contain trees. See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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Some islands not correctly sized (8 feet required width). See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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Acer rubrum on prohibited street tree list, pick another large canopy tree from approved list in VMS. Also provide intermix of species consistent with VMS section 12.6 [landscape comment, sheet L1.4]
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This plaza space shall include amenities such as bike parking, bench seating, planters, fountains, artwork, decorative railing, decorative light fixtures, hanging baskets or other features that are pedestrian scaled in nature on street frontages, per code. Please show pedestrian scale improvements on plan sheets. [landscape comment, sheet L1.4]
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Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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Space street trees on frontage of site (immediately back of walk) at 25-30 feet on center. Appear to be 40 feet or more as shown. [landscape comment, sheet L1.4]
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All landscaping islands and connector strips shall be designed using either
evergreen and deciduous shrub masses spacing at tight on-center intervals (designed to provide 90 percent coverage in 3 years) that will prevent foot traffic and associated soil compaction into these landscaping areas. Appears to need additional plants to provide coverage requirements. [landscape comment, sheet L1.4]
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The following comment applies throughout the plan set, where applicable. Please show a cross hatch for site frontages and grouped throughout the site landscape plan set. Section 7.4 from the VMS: ??? ????????? ??? ???????? ???? ??? ? ???? ??????? ???? ???????? ???? ???????????? ???????????? ?? ??????? ???? ???????? ????????? ????????? ????? ?? ???? ?? ??? ????????? ???? ?????? ??? ????????? ????????? ???? ????? ???????? ?? ??? ? ??? ????? ??????? ????????? ??????? ????? ??????? ?? ?????? ??????? ?? ??? ????? ?? ?? ????????? ????? ?????? ??? ???????? ????? ??????? ?? ?? ?????????? ????? ????????? ?? ????????? ????? ?? ???? ?? ????????? ??????? ????????? ??????
A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. ?? ????? ????????? ?? ????????? ??????? ??? ?? ????? ???? ??? ?????????? ?? ????? ??????? ??†?????? ??????? ?? ??? ???????? ????? ??????? ?? ??? ???????? ???? ??? ?????????? ???? ??? ????? ?? ???? ?? ???????? ???? ???????? ????? ?? ????????? ?? ??????????? ???? ?? ???? ?? ????? ????????????? ?????????? ? ?????????? ?????????? ??? ?? ???????? ?? ???? ?? ?????????? ?? ?????? ??? ???????????? ?? ??? ??????????? ???? ?? ????? ??????? ????????? ????????? ??? ???? ?? ??????????? ???? ?? ???? ?? ?????? ???? ?? ?????? ??? ?????? ?? ???? ????? ????????
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Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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7.3 Native plant materials A minimum of 50 percent of the shrubs and ground covers used in projects under the requirements of the PMC and the VMS shall be native to the Puget Sound region. Drought tolerant non-PNW Native species, such as xeriscape plants, may be used as a substitute to native plant requirements to create landscapes adaptable to climate change and localized heat island
issues that may not allow PNW native species to successfully establish. PNW native species shall
be used in all cases as a first priority; the project landscape architect must detail why xeriscape
species of plants would be used as a supplement or substitute. [landscape comment, sheet L1.5]
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Miscellaneous Planning Correction
CRITICAL AREAS: Is the November 30, 2022 stream corridor revegetation plan (drawn by 'Nature by Design', KOwens) the current plan set for the mitigation plan? Please include those plan sheets with the landscape sheets. Will the mitigation plan be updated as a result of the USACE review and approval process?
UPDATED 03/04/24: No response to this comment located. No stream re-veg plan in landscape resubmittal located. Outstanding comment.
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Other/Miscellaneous
SEPA CONDITIONS: SEPA mitigation measures require implementation of a requirement for off-site safe routes to schools improvements. See P-21-0034 SEPA (June 27, 2023). Please provide those plans for further review and agency consultation.
UPDATED 03/04/24: No response to this comment located. Assumed this will be a separate off-site civil permit submittal.
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Other/Miscellaneous
LANDSCAPE 03/04/24: Daffodils are required throughout site design frontages, consistent with VMS section 7.3. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Not located on the landscape plan sheets.
LANDSCAPE 03/04/24: Provide bench seating and other pedestrian features on the landscape plan sheets in the street corner plaza. This is required by PMC 20.30.037, and was previously noted. Providing bench seating and ped scale lighting will meet the min. requirements.
LANDSCAPE 04/30/24: Items from March 04 review still outstanding, not located on plan sheets or in comment response.
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Engineering Civil Review
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Failed
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01/02/2024
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01/28/2024
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Called out twice.
[Storm Report; Pg 1 of 164]
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Revise page numbering to align with the report sections.
[Storm Report; Pg 4 of 164]
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Parcel ...054.
Storm Report; Pg 5 of 164]
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The storm report should be written to reflect the overall 'common plan of development' to ensure adequate storm facilities and site discharge compliance... that includes both Phase 1 and Phase 2. Revise accordingly.
[Storm Report; Pg 5 of 164]
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Revise table to account for the overall 'common plan of development' (both Phase 1 and Phase 2).
[Storm Report; Pg 5 of 164]
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Breakout surface areas by phase and basin. (See basin exhibit comments, Fig. 5).
[Storm Report; Pg 5 of 164]
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Breakout Shaw Rd and Pioneer frontages separately.
[Storm Report; Pg 5 of 164]
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Add commentary that the existing storm pond is located in the SE corner of the site and will be converted to an underground facility as part of this project.
[Storm Report; Pg 6 of 164]
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For the STORM REPORT ONLY, provide both the Phase 1 and Phase 2 grading and drainage plans in Appendix A. Identify the phase boundary on the plans.
[Storm Report; Pg 8 of 164]
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Use 10yr developed inflow flow rate due to discharge to a regulated stream (Pioneer Ditch). If the TESC pond discharge location is into a pipe at the intersection, it is acceptable to use the 2yr developed inflow flow rate.
[Storm Report; Pg 8 of 164]
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Add Interceptor Swales, Check Dams, and TESC pond (per CSWPPP).
[Storm Report; Pg 8 of 164]
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Coordinate the 13 elements with the review comments on the CSWPPP.
[Storm Report; Pg 8 of 164]
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As mentioned previously, provide the LID Performance/Duration Curves to ensure compliance.
[Storm Report; Pg 11 of 164]
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Add: "2yr" .
[Storm Report; Pg 11 of 164]
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pipe.
[Storm Report; Pg 11 of 164]
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Verify-24in called out on civil plans.
[Storm Report; Pg 11 of 164]
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Revise-"stream/ditch".
[Storm Report; Pg 11 of 164]
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Add: "mitigated".
[Storm Report; Pg 12 of 164]
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Clarify-Does this include the Phase 2 PGHS?. Phase 2 needs to be addressed as part of the 'Common Plan of Development'.
[Storm Report; Pg 12 of 164]
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Discuss Shaw Road frontage and Pioneer Way frontage WQ aspects.
[Storm Report; Pg 12 of 164]
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NOTE: Shaw Road approach exceeds 5000sf of bypass PGHS and must be treated prior to discharge to the public conveyance system.
[Storm Report; Pg 12 of 164]
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Add: "emergency vehicle".
[Storm Report; Pg 12 of 164]
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The landuse application analyzed the site as one basin with one point-of-compliance (POC) which was acceptable for preliminary design. However, the commercial area and the multi-family area, including Phase 2 improvements, are separate sub-basins with one POC. Provide WWHM calculations which reflect the specific surface area types of each subbasin and the specific vault and control structure sizing for each subbasin.
[Storm Report; Pg 12 of 164]
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Discuss Shaw Road frontage and Pioneer Way frontage flow control aspects.
[Storm Report; Pg 12 of 164]
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Include Phase 2 improvements in the flow control design to ensure stormwater facilities are properly sized ('Common Plan of Development' rule).
[Storm Report; Pg 12 of 164]
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See Document Markup
"The"?
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See Document Markup
MR9 should reflect O&M requirements for the entire stormwater system onsite...suggested language "An operation and maintenance manual that is consistent with the provisions of PMC 21.10 and City Standards shall be provided for the proposed stormwater facilities and BMPs, and the parties responsible for the operation and maintenance shall be identified."
[Storm Report; Pg 13 of 164]
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See Document Markup
The geotech report actually states that permeable paving and other BMPs may be possible. Clarify that it is the project's intent to comply with the LID Performance Standard rather than the List option.
[Storm Report; Pg 13 of 164]
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See Document Markup
Revise-"stream/ditch".
[Storm Report; Pg 14 of 164]
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See Document Markup
Suggest-"Offsite the pollution generating surface of Shaw Road frontage is not being expanded and the sidewalks will be permeable pavement."
[Storm Report; Pg 14 of 164]
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See Document Markup
Revise-How is Pioneer Frontage going to be treated for water quality? (Over-detaining is not treatment methodolgy.)
[Storm Report; Pg 14 of 164]
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See Document Markup
As previously mentioned, provide a backwater analysis of the Pioneer Avenue conveyance system as outlined in City Standards Section 204.3 considering the tailwater elevation (OHWM) of the Pioneer Avenue north ditch. The analysis shall include runoff from onsite (developed conditions) and offsite (existing conditions) basins tributary to the discharge location.
[Storm Report; Pg 15 of 164]
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See Document Markup
Dedication of new ROW is required along Shaw Road and Pioneer frontages. Revise accordingly.
[Storm Report; Pg 15 of 164].
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See Document Markup
Add: "A Stormwater Maintenance Agreement will be recorded at the time of Occupancy in accordance with City Standards."
[Storm Report; Pg 15 of 164]
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See Document Markup
The applicant will be required to post a financial guarantee in accordance with PMC 21.10.160.
[Storm Report; Pg 16 of 164].
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See Document Markup
Coordinate this sheet with the review comments associated with the CFG application.
[Storm Report; Pg 23 of 164].
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See Document Markup
Coordinate these sheets with the review comments associated with the CFG application.
[Storm Report; Pg 24 of 164].
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See Document Markup
Coordinate storm sheets with the review comments associated with the civil plans.
[Storm Report; Pg 29 of 164].
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See Document Markup
The Basin Map should reflect the overall 'common plan of development' to ensure adequate storm facilities are constructed and site discharge compliance... that includes both Phase 1 and Phase 2. Revise accordingly.
[Storm Report; Pg 34 of 164]
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Provide a surface area breakdown by phase and basin name. For example, PH1 MF Roof area = ______sf (ac). Provide a total for each basin breakdown. Also, include the frontage bypass basins.
[Storm Report; Pg 34 of 164]
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See Document Markup
Identify the Pioneer Frontage Basin.
[Storm Report; Pg 34 of 164]
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See Document Markup
Identify the Shaw Rd Frontage Basin.
[Storm Report; Pg 34 of 164]
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See Document Markup
Identify the Phase I and Phase II basins.
[Storm Report; Pg 34 of 164]
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See Document Markup
Clarify-The civil plans appear to show this area being bypassed.
[Storm Report; Pg 34 of 164]
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See Document Markup
Per prior comment, include the groundwater monitoring results associated with Monitoring Wells #1 and #2 in the geotechnical section.
[Storm Report; Pg 35 of 164]
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See Document Markup
Provide the referenced Table 1 for completeness.
[Storm Report; Pg 88 of 164].
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See Document Markup
Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[Storm Report; Pg 95 of 164]
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See Document Markup
Provide R-Tank O&M information.
[Storm Report; Pg 95 of 164]
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See Document Markup
Sizing calculations for the existing storm facility serving the properties south of the project has been deferred to Phase 2. It is the applicant's responsibility to ensure the replacement facility complies with the original design constraints and does not conflict with the proposed improvements.
[Storm Report; Pg 111 of 164]
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See Document Markup
Does not agree with Table 1. Also, the pre-developed condition should include the disturbed areas for both Phase 1 and Phase 2 (common plan of development), and the frontage bypass basins.
[Storm Report; Pg 113 of 164]
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See Document Markup
The developed area should be broken into the individual subbasins (commercial and multi-family (including the Phase 2 improvements)) to reflect each basin's surface area types and verify the specific vault and control structure sizing of each.
[Storm Report; Pg 114 of 164]
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See Document Markup
Does not agree with Table 1.
Storm Report; Pg 114 of 164]
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See Document Markup
Include both the Shaw Road and Pioneer Way frontages in the bypass basin(s) (common plan of development).
[Storm Report; Pg 115 of 164]
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See Document Markup
See comments on Mitigated Basin Data sheet, Pg 114 of 164. Revise accordingly.
[Storm Report; Pg 117 of 164]
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See Document Markup
Civil plans callout a riser height of 1.23ft for RT1. Revise calculations to reflect the actual control risers being used for each subasin.
[Storm Report; Pg 117 of 164]
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Civil plans callout RT1 height of 3.35ft and available storage depth of 4.1ft (4.6ft of storage minus 6in of sediment storage = 4.1ft). Revise calculations to reflect the actual vaults (RTanks) being used for each subasin.
[Storm Report; Pg 117 of 164]
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See Document Markup
For the multi-family basin, provide calculations of available storage associated with the detention pipe.
[Storm Report; Pg 117 of 164]
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See Document Markup
Ensure that the detention facilities have accounted for 6in of sediment storage per Ecology's requirements.
[Storm Report; Pg 117 of 164]
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See Document Markup
As mentioned previously, in addition to the Stream Duration curves above, provide the LID Duration curves to ensure compliance with the LID Performance Standard.
[Storm Report; Pg 119 of 164]
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See Document Markup
As mentioned previously, this output does not agree with the LID Duration curves. Provide the LID Duration curves to ensure compliance with the LID Performance Standard.
[Storm Report; Pg 129 of 164]
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Depending on the outcome of the LID analysis (duration curves indicate "fail"), the project will have to increase the detention facilities to meet the LID Performance Standard or choose the MR5 List option.
[Storm Report; Pg 129 of 164]
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See Document Markup
See comments on Predeveloped Basin Data sheet, Pg 113 of 164.
[Storm Report; Pg 131 of 164]
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See Document Markup
Break the onsite basin into the individual subasins (commercial and multi-family) to ensure the vaults and control structures are correctly sized for each. The WWHM modeling should reflect both Phase 1 and Phase 2 improvements (common plan of development).
[Storm Report; Pg 132 of 164]
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RM-20.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate address below Vicinity Map and add an abbreviated legal description below the title (1/4-section, Sec., Twp., Rng.)
[Plans C-1; Pg 1 of 45]
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See Document Markup
Provide frontage improvement plans for Phase 1. (Per conversation w/ JMcInnis 07/19/23 frontage improvements will be a separate civil application). [Plans C-1; Pg 1 of 45]
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See Document Markup
Add: Phase 1 to title.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate Vicinity Map in lower right-hand corner per CS Section 2.1.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate approval block in upper right-hand corner, all sheets, per CS Section 2.1.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Place North arrow correctly.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Augment the Construction Sequence-See example.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout earthwork quantities (cut/fill).
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout the following information on all plan sheets:
Shaw Road // Pioneer Way // Show ROW lines and distance from centerline.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout the trash enclosure locations and provide detail(s). Reference City Standards 208.1 for requirements.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Per City Standards Section 1.8 provide a landscape plan with a utility overlay (water, sewer, storm) and ensure no trees are located within 10ft of utility equipment (meters, hydrants, CBs, etc).
[Plans C-1; Pg 1 of 45]
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See Document Markup
Coordinate this sheet with the review comments associated with the CFG application PRGR20230972.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Place North arrow correctly.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Locate approval block in upper right-hand corner.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Verify-C4?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-C5?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout stationing of approach centerline along Shaw Road.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout drive aisle width.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide detail.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Add: "(Typical)".
[Plans C-3; Pg 3 of 45]
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See Document Markup
How is this area being captured for detention? If bypassed, revise basin exhibit in the storm report.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide auto-turn analysis for the largest anticipated vehicle that would access the site to ensure adequate radii an dimensioning. Coordinate with Shaw Road frontage plans.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-The rim is called out to be approx. 7ft below TC?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate pipe alignment with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate structure reqt's with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-is one curb inlet adequate for the tributary area?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide spot elevations at corners of raised crosswalk.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coord IE with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coord IE with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Readability.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C6?
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C3?
[Plans C-4; Pg 4 of 45]
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See Document Markup
Clarify-curb inlets? Provide detail how this functions.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate BC with CB Rim elev.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Readability.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Identify contour within paving area (Typ).
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C3?
[Plans C-5; Pg 5 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate IE with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Identify contours w/in the drive aisle (Typ).
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Verify-C6?
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Verify-C4?.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Verify-C5?.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Verify-C8?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-4/C18?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout R-Tank IE.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-C9?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-1/C18?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Per prior comment, storm pipe downstream of the control structure is a conveyance pipe subject to City Stds (size, slope, etc.). Conveyance pipes that do not meet standards must be approved by the City Engineer via the Alternative Methods Request (AMR) process.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout IE.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Top of CB is below detention water surface elevation. Also, Sht C3 indicates the rim is 7ft below top of curb. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Min. 1ft of cover on DI pipe.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Min. 1ft of cover on DI pipe.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-bottom of vault at 68.63, so 0% slope is not correct.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Changes in direction require CB.
[Plans C-7; Pg 7 of 45]
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See Document Markup
SDMH...callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide structure information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Not acceptable to use the FC structure as a catch basin...single-use structure per City Standards.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify rim elevation...6ft riser + 05ft clear above top of riser results in an elevation of 74.5 to underside of the control structure.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-36in called out on Sht 29 of 45.
[Plans C-7; Pg 7 of 45]
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See Document Markup
WWHM calculations callout a riser height of 6ft. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
WWHM calculations callout a riser height of 6ft. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify rim elevation...6ft riser + 05ft clear above top of riser results in an elevation of 74.5 to underside of the control structure.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Outlet.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide structure information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Clarify-to be provided with Phase 2?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Clarify-there is no existing MH at this location.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-based on ARG survey, this elevation is approx. 4ft below the storm conveyance system located at the intersection.
[Plans C-7; Pg 7 of 45]
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See Document Markup
City Standards require 0.5% min pipe slope.
[Plans C-7; Pg 7 of 45]
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|
See Document Markup
City Standards require 0.5% min pipe slope.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout 2ft min clearance to water line.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Readability.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Storm-Water conflict...revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide an "Overall" storm sheet showing the storm alignments.
[Plans C-7; Pg 7 of 45]
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See Document Markup
NOTE: Shaw Road approach exceeds 5000sf of bypass PGHS and must be treated prior to discharge to the public conveyance system.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide utility crossing information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Add Placeholder: "See Frontage Improvement Plans, Application ______".
[Plans C-7; Pg 7 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-7; Pg 7 of 45]
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|
See Document Markup
Provide utility crossing information.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Add Placeholder: "See Frontage Improvement Plans, Application ______".
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-C7?
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Provide structure information.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-bottom of vault at 68.63, so 0% slope is not correct.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout R-Tank IE.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-36in called out on Sht 35 of 45.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-C10?
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-This is 4ft lower than the discharge main.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-IE does not agree with pipe slope (0.84%).
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-This is 4ft lower than the discharge main.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water).
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water).
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Verify-C8?
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Callout R-Tank IE.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Verify-12in called out on Sht 41 of 45.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Verify-C9?
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Identify existing and proposed contours.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Callout that the existing storm facility will be remediated during Phase 2.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Provide an "Overall" sheet for water and sewer showing alignments. (Okay to combine water and sewer on one sheet, if desired).
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Clarify proposed tenant spaces. Any space involved with food preparation requires an external grease interceptor. If tenancy is unknown, it may be in the project's best interest to install a grease interceptor at this time rather than at time of Tenant Improvement.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Coordinate pipe slope with existing elevations from the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Ductile Iron per Record Dwgs.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Verify-Record Dwgs indicate this connection as a simple tie-in to an existing stub and no structure.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Coordinate pipe run with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
East Side Sewer?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Verify-C12?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Provide 10ft of horizontal separation btwn water and sewer or encase sewer in accordance with Std Detail 03.01.03-1&2.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Verify-C13?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-C11?
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout east and south pipes.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Clarify what is supposed to be happening here?
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Revise IEs to reflect downstream system.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
North IE = 69.08. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is below the downstream outlet pipe. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is below the downstream outlet pipe. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is higher than the side sewer IE.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is higher than the side sewer IE.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-C11?
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Callout stub.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Note: See Fire Code Official's comments regarding hydrant and FDC locations. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Specify meter size.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Confirm-Callout info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Standards require meters to be located at the ROW. Meter locations shall be subject to approval of the Water Dept. (Typ)
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout 2ft min clearance to storm line.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-C16?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout DCVA.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-90 bend.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-two valves shown.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-are two valves necessary at this location?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-cutting-in new valve?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout pipe run.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout hydrant assembly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-is valve necessary?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Water-Storm Vault conflict...revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-leader location.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout pipe run.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
See comment on Sht C11 regarding separation between water and sewer.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-C15?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-Cross (MJxMJxMJxFL).
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Provide 3ft clear zone and level area all around hydrant.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Clarify-hydrant port direction.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Note: See Fire Code Official's comments regarding hydrant and FDC locations. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-C14?
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-C17?
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-valve location.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-leader location.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-two valves shown.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-C14?
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-C17?
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Clarify-if main jogs, callout fitting info.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-C16?
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-C15?
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
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|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
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See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate Profile Reference w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
There are two water pipes crossing the profile.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
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|
See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-36in detention pipe called out on Page 11 of storm report.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate Profile Reference w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate structure information w Sht C7.
[Plans C-18; Pg 18 of 45]
|
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|
See Document Markup
At structures confirm whether Type 2 CB or Type 2 manhole used. Also, callout diameter and lid information.
[Plans C-18; Pg 18 of 45]
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|
See Document Markup
If crossing is less than 12in, provide Etha Foam sheet per attached.
[Plans C-18; Pg 18 of 45]
|
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|
See Document Markup
Verify-pipe material callout.
[Plans C-18; Pg 18 of 45]
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See Document Markup
Callout watermain.
[Plans C-18; Pg 18 of 45]
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|
See Document Markup
Coordinate structure information w review comments on Sht C7.
[Plans C-18; Pg 18 of 45]
|
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|
See Document Markup
Verify-SDR?
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-SDR?
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-SDR?
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Coordinate structure info with Sht C9.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Coordinate structure info with Sht C9.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Show and callout structure.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Confirm-is the intent to show this profile continuing to the R-Tank?
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout IE.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout structure information (4 plcs).
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout pipe information (4 plcs).
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Show Water Crossings.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate pipe run with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
North Side Sewer?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Ductile Iron per Record Dwgs.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
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|
See Document Markup
Verify-Record Dwgs indicate this connection as a simple tie-in to an existing stub and no structure.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Verify-24in?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate IE with Sht C12.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate IE with Sht C12.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Verify-4?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Storm drain crosses in two places.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Callout east and north pipes.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
These IEs are below the outlet.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Clarify-what is this pipe serving?
[Plans C-20; Pg 20 of 45]
|
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|
See Document Markup
Note: Details marked with a red X are not relevant to this application. EoR's discretion whether to remove from the planset or not.
[Plans C-21; Pg 21 of 45]
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|
|
See Document Markup
Add City Std Detail 01.02.10.
[Plans C-21; Pg 21 of 45]
|
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|
See Document Markup
Use abbreviated legal description in title.
[Plans C-21; Pg 21 of 45]
|
|
|
See Document Markup
Provide a separate detail of the control riser with relevant information or callout on the city detail. Include notch info.
[Plans C-22; Pg 22 of 45]
|
|
|
See Document Markup
Add City Std Details: 01.02.08a // 02.01.05 // 02.02.01 // 02.02.03.
[Plans C-22; Pg 22 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-22; Pg 22 of 45]
|
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|
See Document Markup
Add City Std Detail 04.03.04 // 04.06.01 (as applicable) // 04.06.02 (as applicable).
[Plans C-23; Pg 23 of 45]
|
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|
See Document Markup
Use abbreviated legal description in title.
[Plans C-23; Pg 23 of 45]
|
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|
See Document Markup
Add City Std Detail 03.04.01 // 03.11.01.
[Plans C-24; Pg 24 of 45]
|
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|
See Document Markup
Use abbreviated legal description in title.
[Plans C-24; Pg 24 of 45]
|
|
|
See Document Markup
Place with Details 1&2/C24.
[Plans C-25; Pg 25 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-25; Pg 25 of 45]
|
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|
See Document Markup
Add City Std Detail 06.01.01 // 06.01.02 // 06.01.03 // 06.01.04.
[Plans C-26; Pg 26 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-26; Pg 26 of 45]
|
|
|
See Document Markup
Design for the 2yr release rate.
[Plans C-27; Pg 27 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-27; Pg 27 of 45]
|
|
|
See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-28; Pg 28 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-28; Pg 28 of 45]
|
|
|
See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-28; Pg 28 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Verify-12in called out on Sht 7 of 45.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-29; Pg 29 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-31; Pg 30 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-31; Pg 30 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-30; Pg 30 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-30; Pg 30 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-30; Pg 30 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-30; Pg 30 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-30; Pg 30 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-32; Pg 31 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-32; Pg 31 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-33; Pg 32 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-33; Pg 32 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-34; Pg 33 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-34; Pg 33 of 45]
|
|
|
See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-34; Pg 33 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-35; Pg 34 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-35; Pg 34 of 45]
|
|
|
See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-35; Pg 34 of 45]
|
|
|
See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-35; Pg 34 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Verify-24in called out on Sht 8 of 45.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-36; Pg 35 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-37; Pg 36 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-38; Pg 37 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-38; Pg 37 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-39; Pg 38 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-39; Pg 38 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-40; Pg 39 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-40; Pg 39 of 45]
|
|
|
See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-40; Pg 39 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-41; Pg 40 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-41; Pg 40 of 45]
|
|
|
See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-41; Pg 40 of 45]
|
|
|
See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-41; Pg 40 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Verify-24in called out on Sht 10 of 45.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-42; Pg 41 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-43; Pg 42 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-44; Pg 43 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-44; Pg 43 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-45; Pg 44 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-45; Pg 44 of 45]
|
|
|
See Document Markup
Use abbreviated legal description in title.
[Plans C-46; Pg 45 of 45]
|
|
|
See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-46; Pg 45 of 45]
|
|
|
See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-46; Pg 45 of 45]
|
|
|
See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Verify-C7?
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Verify-C10?
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Callout R-Tank IE.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Match inverts.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Verify pipe slope.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
1ft min. cover required. Revise accordingly.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Callout pipe information.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
|
|
|
See Document Markup
Submit Traffic Signal Plans with Shaw Road frontage improvement plans along with channelization and signage.
[Signal TS-01; Sht 1 of 5]
|
|
|
See Document Markup
Per City Standards Section 1.8 provide a landscape plan with a utility overlay (water, sewer, storm) and ensure no trees are located within 10ft of utility equipment (meters, hydrants, CBs, etc).
[Landscape L1.0; Pg 1 of 10]
|
|
|
See Document Markup
Coordinate CSWPPP with the review comments associated with the CFG application PRGR20230972.
[CSWPPP; Pg 1 of 14]
|
|
|
See Document Markup
Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[O&M Manual; Pg 1 of 25]
|
|
|
See Document Markup
Provide R-Tank O&M information.
[O&M Manual; Pg 1 of 25]
|
|
|
See Document Markup
Clarify-how is this area (backslope btwn El. 74 and ROW) being conveyed to the detention system? Its not included in the bypass basin.
[Storm Report; Pg 34 of 164]
|
|
|
See Document Markup
Clarify-how is this area (backslope btwn El. 76 and ROW) being conveyed to the detention system? Its not included in the bypass basin.
[Plans C-5; Pg 5 of 45]
|
|
|
See Document Markup
Clarify-how is this area (backslope btwn El. 74 and ROW) being conveyed to the detention system? Its not part of the bypass basin contained in the storm report.
[Plans C-3; Pg 3 of 45]
|
|
|
See Document Markup
Clarify-how is this area (backslope btwn El. 76 and ROW) being conveyed to the detention system? Its not part of the bypass basin contained in the storm report.
[Plans C-5; Pg 5 of 45]
|
|
|
See Document Markup
NOTE TO ENGR: This is an existing 54in inside drop structure. If two additional pipes will enter the structure as shown, provide a plan view of the interior of the structure indicating the location of the access rungs in relation to the pipe inlets, the clearances between the drops at the inlets, and the clearances at the bottom of the structure. Ensure adequate access for maintenance. It may be better to use outside drops or revise the new sewer alignment to make the tie-in elsewhere.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
See comments on the 'Existing Conditions Map'.
[Storm Report; Pg 5 of 448]
|
|
|
See Document Markup
Actually very little runoff generated onsite discharges to the eastern stream channel.
[Storm Report; Pg 5 of 448]
|
|
|
See Document Markup
Actually the existing storm facility releases through a control structure which is conveyed to the Pioneer Way ditch located at the north property line via a 15in storm pipe...revise accordingly.
[Storm Report; Pg 6 of 448]
|
|
|
See Document Markup
Please be aware that the existing storm facility's berm has been breached by the stream on the east side of the site due to lack of maintenance of the pond. The stream is currently being conveyed through the facility and outlet structure, then northward to Pioneer Way ditch via the 15in storm main.
[Storm Report; Pg 6 of 448]
|
|
|
See Document Markup
Very little surface runoff generated on the site is released to the east channel. With the exception of the existing storm pond serving the properties to the south, most of the onsite surface water either collects in the NW corner of the site or enters the Pioneer Way ditch...revise accordingly.
[Storm Report; Pg 6 of 448]
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|
|
See Document Markup
VERIFY-"east"?
[Storm Report; Pg 6 of 448]
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FYI-It is more than a mile to the Puyallup River along the project's release route which includes the Pioneer Way north ditch and main stem of Deer Creek.
[Storm Report; Pg 6 of 448]
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See Document Markup
The WQ biopod is located upstream of the RTanks.
[Storm Report; Pg 6 of 448]
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See Document Markup
VERIFY-12in pipe called out on civils.
[Storm Report; Pg 6 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 6 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 6 of 448]
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See Document Markup
Prior to PH2 approval, provide a backwater analysis of the Pioneer Avenue conveyance system as outlined in City Standards Section 204.3 considering the tailwater elevation (OHWM) of the Pioneer Avenue north ditch, west of Shaw Road. The analysis shall include runoff from onsite (developed conditions) and offsite (existing conditions) basins tributary to the discharge location.
[Storm Report; Pg 6 of 448]
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See Document Markup
See comment in Section 2.2.
[Storm Report; Pg 7 of 448]
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See Document Markup
VERIFY- Exhibit D2 seems more applicable for WQ.
[Storm Report; Pg 7 of 448]
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See Document Markup
CLARIFY-three tanks are indicated in Phase 1 (#1, #2, and #3).
[Storm Report; Pg 8 of 448]
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See Document Markup
CLARIFY-please add commentary that the pumping is only during the construction phase and the permanent condition will be gravity release.
[Storm Report; Pg 8 of 448]
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See Document Markup
Show Bypass basins on an exhibit.
[Storm Report; Pg 8 of 448]
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See Document Markup
CLARIFY-Biopod?
[Storm Report; Pg 8 of 448]
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See Document Markup
Discuss Shaw Road frontage, Pioneer Way frontage, and future Phase 2 WQ aspects.
[Storm Report; Pg 8 of 448]
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See Document Markup
Phase 1 only?
[Storm Report; Pg 8 of 448]
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See Document Markup
Future RTank is not shown on the plans.
[Storm Report; Pg 9 of 448]
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See Document Markup
FYI ONLY-the City's expectation is that the future replacement storm facility match flow control and water quality constraints of the original pond design (CES, Inc. design; single-event methodology). However, it is acceptable to redesign the facility using current storm regulations (continuous simulation modeling) although it seems counterintuitive due to the increase in facility size necessary to meet the continuous simulation methodology. Similarly, routing the upstream offsite existing flows through the proposed East Town flow control facilities also seems counterintuitive due to the impact to those facilities...particularly since there is an existing pipe outfall at Pioneer Way which serves the existing storm pond. Either way, most important will be to show that the release rates from the future facility, either stand-alone or combined with East Town's facilities, are equal or less than the release rates (2yr/10yr/100yr) of the original facility.
[Storm Report; Pg 9 of 448]
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Add commentary that the RTanks can support the EV outrigger loads and include the manufacturer's confirmation letter.
[Storm Report; Pg 9 of 448]
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See Document Markup
Ref Ecology Section III-2.4 too.
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See Document Markup
Discuss Shaw Road frontage and Pioneer Way frontage flow control aspects.
[Storm Report; Pg 9 of 448]
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See Document Markup
VERIFY-no additional studies associated with the PH2 stream relocation?
[Storm Report; Pg 10 of 448]
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See Document Markup
Add: "A Stormwater Maintenance Agreement will be recorded at the time of Occupancy in accordance with City Standards."
[Storm Report; Pg 10 of 448]
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See Document Markup
Add: "Not a Part".
[Storm Report; Pg 13 of 448]
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See Document Markup
Add: "Not a Part".
[Storm Report; Pg 13 of 448]
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See Document Markup
FYI...Section 1.2.1 states that Abbey Road Group was the surveyor.
[Storm Report; Pg 13 of 448]
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See Document Markup
FYI...Section 1.2.1 states that Abbey Road Group was the surveyor.
[Storm Report; Pg 13 of 448]
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See Document Markup
Identify/Delineate subasins (Upper, Lower, Bypass) used in the modeling.
[Storm Report; Pg 14 of 448]
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See Document Markup
Identify "Future" detention facility location serving existing properties to the south.
[Storm Report; Pg 14 of 448]
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See Document Markup
Please provide a surface area breakdown by phase and basin name. For example, PH1 MF Roof area = ______sf (ac); PH2 MF Roof area = ______sf (ac); etc. Provide a total for each basin breakdown. Also, include the frontage bypass basins.
[Storm Report; Pg 14 of 448]
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Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[Storm Report; Pg 195 of 448]
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At the time of submitting the Stormwater Management Facilities Agreement include the R-Tank and BioPod O&M information.
[Storm Report; Pg 195 of 448]
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See Document Markup
Okay to leave this Appendix C empty at this time, since a formal O&M manual will be required at Closeout.
[Storm Report; Pg 195 of 448]
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PROVIDE-buoyancy calculations or buoyancy certification letter for the RTank system considering groundwater monitoring results conducted by Abbey Road Group.
[Storm Report; Pg 208 of 448]
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CLARIFY-shouldn't these PH2 areas be included in WQ Basin 4 since the future developed areas are discharging to Profile 4/C4.06 and ultimately the WQ4 Biopod?
[Storm Report; Pg 359 of 448]
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Please clarify that WQ for this area will be addressed in PH2.
[Storm Report; Pg 359 of 448]
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VERIFY-1.37 per Plans, Sht C4.07.
[Storm Report; Pg 372 of 448]
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VERIFY-18in called out on Sht C4.07.
[Storm Report; Pg 372 of 448]
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CLARIFY-the combined total storage for RTank2 and RTank3 is 141,452cf (78,829 + 62,623) per civil plans, Sht C4.21 and C4.31.
[Storm Report; Pg 372 of 448]
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Coordinate calculations to reflect the actual control risers being used with the individual RTank system for each subasin.
[Storm Report; Pg 372 of 448]
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VERIFY-5ft of live storage places riser top at El. 73.40. RTank 3 top of storage is El. 75.23. It appears that as RTank 3 fills, RTank 2 will go into overflow before RTank 3 storage is fully utilized (See comments Sht C4.07 too).
[Storm Report; Pg 372 of 448]
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VERIFY-El. 74.21 (5.81ft) called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-2.25in called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-12in called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
Coordinate calculations to reflect the actual control risers being used with the individual RTank system for each subasin.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-El. 100.00?
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-2.06 per Plans, Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-El. 68.30 (0.9ft) called out on Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
VERIFY-Orifice is not called out on plans, Sht C4.07.
[Storm Report; Pg 373 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 380 of 448]
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See Document Markup
REVISE to reflect current WQ desgn approach.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 2.1.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 1.2.1.
[Storm Report; Pg 382 of 448]
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See Document Markup
SEE comments in Section 2.2.
[Storm Report; Pg 383 of 448]
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See Document Markup
Please add BMP C102.
[Storm Report; Pg 383 of 448]
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See Document Markup
FYI-It is more than a mile to the Puyallup River along the project's release route which includes the Pioneer Way north ditch and main stem of Deer Creek.
[Storm Report; Pg 6 of 448]
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See Document Markup
Please add BMP C107.
[Storm Report; Pg 384 of 448]
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See Document Markup
Add: "Baker Tank sizing calculations included in the CFG Permit PRGR20230972.
[Storm Report; Pg 384 of 448]
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See Document Markup
Add BMP C241 and state "sediment pond sizing calculations included in the CFG Permit PRGR20230972.
[Storm Report; Pg 384 of 448]
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See Document Markup
Please add "and dust control".
[Storm Report; Pg 384 of 448]
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See Document Markup
Add BMPs C120, 121, 123, and C140.
[Storm Report; Pg 384 of 448]
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See Document Markup
Please add BMP C209.
[Storm Report; Pg 385 of 448]
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See Document Markup
Add: "(if approved by the AHJ)".
[Storm Report; Pg 385 of 448]
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See Document Markup
Add: "(if approved by the AHJ)".
[Storm Report; Pg 385 of 448]
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See Document Markup
Please add: "Clean dewatering water shall not be routed through stormwater sediment ponds."
[Storm Report; Pg 385 of 448]
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See Document Markup
Please REVISE to "TBD".
[Storm Report; Pg 388 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 389 of 448]
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See Document Markup
List the Pollution Prevention Team, their title, and contact info for the project. For persons yet to be determined, use "TBD".
[Storm Report; Pg 390 of 448]
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See Document Markup
Provide Monitoring and Sampling criteria...for reference, see Ecology's CSWPPP template.
[Storm Report; Pg 390 of 448]
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See Document Markup
Add Note-"Caution: Protect Existing Watermain During Construction".
[Storm Report; Pg 392 of 448]
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See Document Markup
Add Note-"Caution: Protect Existing Storm Main During Construction".
[Storm Report; Pg 392 of 448]
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See Document Markup
Include filter sock detail also.
[CSWPPP; 393 of 448]
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See Document Markup
Please ADD BMPS C102, C107, C122, C150, C151, C152, C153, C209, and C241.
[Storm Report; Pg 400 of 448]
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These conditions were for the design team's information on the previous review and do not have to be included on the civil plans. Up to the EoR discretion whether to remove or include on the planset.
[Plans Sht C0.0; Pg 1 of 63]
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VERIFY-0420264021.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264053.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-0420264054.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
VERIFY-Generator or Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
CLARIFY-Trash Enclosure?
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C0.0; Pg 1 of 63]
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See Document Markup
ADD CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD-CFG application number-PRGR20230972.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
ADD Note-Portion of existing watermain to be rerouted.
[Plans Sht C1.0; Pg 2 of 63]
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See Document Markup
OK to use detail...please remove title block info.
[Plans Sht C1.1; Pg 3 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft and min depth of enclosure is 12ft. See City Stds 208.1.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
REVISE-min. gate opening width serving trash and recycling is 25ft. See City Stds 208.1(3).
[Plans Sht C2.2; Pg 5 of 63]
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See Document Markup
VERIFY-C2.1?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.4?
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
Callout drive aisle width.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-drive aisle width with Fire Code Official.
[Plans Sht C2.3; Pg 6 of 63]
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See Document Markup
VERIFY-C2.2?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
VERIFY-C2.3?
[Plans Sht C2.4; Pg 7 of 63]
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See Document Markup
Add Note-"Walls over 4'-0" require separate building permit."
[Plans Sht C2.5; Pg 8 of 63]
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See Document Markup
CLARIFY.
[Plans Sht C2.6; Pg 9 of 63]
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See Document Markup
FYI-if this distance is less than 5ft (btwn landing and back of curb), then the DWS is req'd at the bottom of the ramp.
[Plans Sht C2.6; Pg 9 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.1; Pg 10 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
CALLOUT- Rim Elevation.
[Plans Sht C3.2; Pg 11 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.3; Pg 12 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
RELOCATE-Phase line to top of pond.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C3.4; Pg 13 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
Sht Ref C4.0X? (Typ).
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
ADD-WQ Rim and inlet elevation info.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-City Stds 204.3(4) requires min 12in dia pipe for mains. Revise accordingly.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (south).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (S & N).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope). Use ductile iron per City Stds 204.4.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
REVISE-to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
CLARIFY-generator area or trash enclosure? If trash enclosure, see City Stds 208.1 for enclosure req'ts.
[Plans Sht C2.1; Pg 4 of 63]
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See Document Markup
City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[Plans Sht C4.01; Pg 14 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-C4.07?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Solid locking lid for WQ purposes?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
FYI-French Drain construction was removed from the CFG planset and pushed to the civil set.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-Rim and IE info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ5 Inlet info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-top elevations with Sht C4.21. (Also, see Control Riser comments, Sht C4.07).
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-pipe slope w/ IEs.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
ADD-WQ Rim and outlet elevation info.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
VERIFY-Profile 5/C4.06 (and 6/C4.06)?
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
REVISE-12" dia req'd.
[Plans Sht C4.02; Pg 15 of 63]
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See Document Markup
Delineate the regulated floodplain per the LOMR, Effective September 8, 2022.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-Pipe Info (Size, Mat'l, Slope).
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CLARIFY-Phase 2 install?
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CONFIRM-Material callout.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
Provide utility crossing information.
[Plans Sht C4.03; Pg 16 of 63]
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See Document Markup
VERIFY-Sheet callout (C4.07?).
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe size.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
VERIFY-pipe info (size and slope). Also, coordinate with Sht C4.31.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
ADD-RTank 3 inlets #1, 3, and 4 with IEs.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
ADD-SDCO#D1 structure details.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.04; Pg 17 of 63]
|
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|
See Document Markup
CALLOUT-Existing storm pond serving properties to the south to be protected and remain in service until Phase 2.
[Plans Sht C4.04; Pg 17 of 63]
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|
|
See Document Markup
CALLOUT-to protect existing storm drain serving properties to the south.
[Plans Sht C4.04; Pg 17 of 63]
|
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|
See Document Markup
Provide utility crossing information.
[Plans Sht C4.04; Pg 17 of 63]
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See Document Markup
Pipe to east?
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CONFIRM-storm elev...if separation is less than 1ft (must be 6in min), then use ethafoam pad btwn the pipes.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CALLOUT-SDCB#40 info (type, rim and IE).
[Plans Sht C4.05; Pg 18 of 63]
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|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C4.05; Pg 18 of 63]
|
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|
See Document Markup
VERIFY-water crossing?
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
ADD-structure info.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
Readability.
[Plans Sht C4.05; Pg 18 of 63]
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See Document Markup
CONFIRM-storm elev.
[Plans Sht C4.05; Pg 18 of 63]
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|
See Document Markup
Show sewer and provide crossing info.
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Callout IE (2 plcs).
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Pipe to south?
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Phase 2 Stub?
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Show existing storm main and provide crossing information.
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Per comments on C4.01, revise to 12" dia. per Stds 204.3(4) (north).
[Plans Sht C4.06; Pg 19 of 63]
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See Document Markup
Verify-fabric overlap reqts.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
ADD-City Standard Details 02.01.05 // 02.01.09.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
60in.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.5 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-It appears to be El. 73.32 noted on Sht. C4.21 (5ft of live storage per calcs-which places riser top at El. 73.40). However, RTank 3 top of storage is El. 75.23. It appears that as RTank 3 fills, RTank 2 will go into overflow before RTank 3 storage is fully utilized. If riser top is intended to be El. 75.25, then RTank 2 appears to be in a surcharged condition.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-24in used in calcs per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.25 per Storm Report, Pg 372 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-18in used in calcs per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-It appears to be El. 70.88 noted on Sht. C4.11 (2ft of live storage per calcs-which places riser top at El 69.40). Also, there are a number of CB rims below this elevation.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-2.25 per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY-1.25ft above IE per calcs in Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
VERIFY- calcs callout a 3rd orifice on the control riser per Storm Report, Pg 373 of 448.
[Plans Sht C4.07; Pg 20 of 63]
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See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-IE w Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CONFIRM-12in per Sht C4.02.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.08; Pg 21 of 63]
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See Document Markup
CLARIFY-whether the optional drain down device will be implemented. (See GULD Para 3)
[Plans Sht C4.09; Pg 22 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.09; Pg 22 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.10; Pg 23 of 63]
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See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.11; Pg 24 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.11; Pg 24 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.12; Pg 25 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.13; Pg 26 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.14; Pg 27 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.15; Pg 28 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.16; Pg 29 of 63]
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See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.17; Pg 30 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.17; Pg 30 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.20; Pg 31 of 63]
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See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.21; Pg 32 of 63]
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See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.21; Pg 32 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.21; Pg 32 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.22; Pg 33 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.23; Pg 34 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.24; Pg 35 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.25; Pg 36 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.26; Pg 37 of 63]
|
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|
See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.27; Pg 38 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.27; Pg 38 of 63]
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|
See Document Markup
COORDINATE with Sht C4.03.
[Plans Sht C4.30; Pg 39 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.30; Pg 39 of 63]
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|
See Document Markup
COORDINATE with Sht C4.04.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
CLARIFY- See Control Structure comments on Sht C4.07, and riser comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
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See Document Markup
CLARIFY- See storage volume required comments in Storm Report, Pg 372 of 448.
[Plans Sht C4.31; Pg 40 of 63]
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|
See Document Markup
PROVIDE-2yr and 10yr water surface elevations on the cross section.
[Plans Sht C4.31; Pg 40 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.31; Pg 40 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.32; Pg 41 of 63]
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See Document Markup
Legibility.
[Plans Sht C4.33; Pg 42 of 63]
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|
See Document Markup
Legibility.
[Plans Sht C4.34; Pg 43 of 63]
|
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|
See Document Markup
CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion.
[Plans Sht C4.35; Pg 44 of 63]
|
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|
See Document Markup
Legibility.
[Plans Sht C4.35; Pg 44 of 63]
|
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|
See Document Markup
PROVIDE-grease interceptor sizing calculations (750 gal min) for both GIs.
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
REVISE-exceeds max allowable slope (8%).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
CALLOUT-drop manhole.
[Plans Sht C5.01; Pg 45 of 63]
|
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|
See Document Markup
See comment on plan.
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
REVISE-min. 10ft of straight pipe on inlet side of GI (ref. City Stds 402.3(8).
[Plans Sht C5.01; Pg 45 of 63]
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See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
|
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|
See Document Markup
Callout?
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
|
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|
See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.01; Pg 45 of 63]
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|
|
See Document Markup
VERIFY-sheet reference (C5.5?).
[Plans Sht C5.01; Pg 45 of 63]
|
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|
See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
VERIFY-DI per record drawings. (Permit E21-0426).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
CALLOUT-cleanout and IE.
[Plans Sht C5.01; Pg 45 of 63]
|
|
|
See Document Markup
CALLOUT-show tee on downstream side of GI (ref. City Stds 402.3(9).
[Plans Sht C5.01; Pg 45 of 63]
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|
|
See Document Markup
REVISE-min. 10ft separation btwn sewer and foundation(s).
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
|
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|
See Document Markup
REVISE-DI pipe due to shallow bury.
[Plans Sht C5.01; Pg 45 of 63]
|
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See Document Markup
REVISE-Record Dwgs indicate this connection as a simple tie-in to an existing stub...no structure.
[Plans Sht C5.01; Pg 45 of 63]
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|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.02; Pg 46 of 63]
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|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.02; Pg 46 of 63]
|
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|
See Document Markup
CALLOUT-structure type and grate.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
REVISE-side sewer IE.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-pipe info (size, mat'l, slope).
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.02; Pg 46 of 63]
|
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|
See Document Markup
Readability.
[Plans Sht C5.02; Pg 46 of 63]
|
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|
See Document Markup
VERIFY-PVC per record drawings. (Permit E21-0426).
[Plans Sht C5.02; Pg 46 of 63]
|
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|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.02; Pg 46 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.03; Pg 47 of 63]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Service lateral exceeds max. grade (8% max). Revise accordingly.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
Callout?
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
CALLOUT-sampling connection per City Std Detail 04.03.04.
[Plans Sht C5.04; Pg 48 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
CALLOUT-drop manhole per City Std Detail 04.01.02.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.01.
[Plans Sht C5.05; Pg 49 of 63]
|
|
|
See Document Markup
VERIFY-pipe run with Sht C5.03.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info (exist'g SD and new sewer).
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
VERIFY-pipe length with Sht C5.04.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
REVISE-per comment Sht C5.02.
[Plans Sht C5.06; Pg 50 of 63]
|
|
|
See Document Markup
PROVIDE-utility crossing info.
[Plans Sht C5.07; Pg 51 of 63]
|
|
|
See Document Markup
ADD-City Std Detail 04.03.04 // 04.06.02
[Plans Sht C5.5; Pg 52 of 63]
|
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|
See Document Markup
VERIFY-sheet callout (C5.08?).
[Plans Sht C5.5; Pg 52 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C6.08?). (4 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
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|
See Document Markup
VERIFY-sheet callout (C6.09?). (5 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet callout (C6.10?). (3 plcs)
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
ADD NOTE: Wet taps to existing water mains shall be accomplished through a tapping tee and tapping valve and shall be made by a city approved contractor. The tapping sleeve shall be Romac SST all stainless steel tapping sleeve or approved equal. A two-piece epoxy coated or ductile iron tapping sleeve may be used on ductile iron pipe, when the tap is smaller than the water main size i.e. 6-inch tap on 8-inch pipe. The City shall approve the time and location for these connections.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
ADD NOTE: If the project is utilizing a fire booster pump, the FDC must connect to the sprinkler system on the discharge side of the pump in accordance with NFPA regulations.).
[Plans Sht C6.01; Pg 53 of 63]
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|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.03).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-8x8 wet tap.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-8in GV.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.02).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C6.10?).
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
REVISE-callout 1" per City Std Detail 03.03.01.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.01; Pg 53 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.04).
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 6in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-fitting and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
VERIFY-Sheet Ref (C6.01).
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
ADD NOTE: Wet taps to existing water mains shall be accomplished through a tapping tee and tapping valve and shall be made by a city approved contractor. The tapping sleeve shall be Romac SST all stainless steel tapping sleeve or approved equal. A two-piece epoxy coated or ductile iron tapping sleeve may be used on ductile iron pipe, when the tap is smaller than the water main size i.e. 6-inch tap on 8-inch pipe. The City shall approve the time and location for these connections.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 8in GV and thrust block.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
See comments Sht C6.01.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 6in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 6in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-to abandon rerouted existing watermain.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
VERIFY-sheet reference (C6.06?).
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.02; Pg 54 of 63]
|
|
|
See Document Markup
See comments Sht C6.01.
[Plans Sht C6.03; Pg 55 of 63]
|
|
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
REVISE-use blowoff assembly.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.01).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.04).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CONFIRM-hydrant run with the hydraulic model (max run 20ft w/o modeling).
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.03; Pg 55 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.03).
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
See comments Sht C6.01.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show thrust block.
[Plans Sht C6.02; Pg 54 of 63]
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See Document Markup
VERIFY-Sheet Ref (C6.02).
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show 2in GV.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-and show DCVA backflow device.
[Plans Sht C6.04; Pg 56 of 63]
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See Document Markup
CALLOUT-PIV and DDCVA.
[Plans Sht C6.04; Pg 56 of 63]
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ADD-ethafoam detail to plan set.
[Plans Sht C6.01; Pg 53 of 63]
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ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.05; Pg 57 of 63]
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CALLOUT-8in GV.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-water pipe conflicts with storm pipe.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-relocate watermain to provide a min. of 6" clear and install ethafoam per detail. In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to relocate the existing watermain to provide adequate separation.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.05; Pg 57 of 63]
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See Document Markup
REVISE-callout 1" per City Std Detail 03.03.01.
[Plans Sht C6.01; Pg 53 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
CALLOUT-6in GV.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-per Sht C6.02 comment.
[Plans Sht C6.06; Pg 58 of 63]
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ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.06; Pg 58 of 63]
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REVISE-use blowoff assembly.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
ADD Note-"See City Std Detail 03.01.03-1 & 2 for crossing criteria."
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
If utility crossings are less than 12in, provide Etha Foam sheet per attached detail Sht C6.05.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-8x8 wet tap per City Stds 301.1(3).
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
REVISE-8in GV.
[Plans Sht C6.06; Pg 58 of 63]
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See Document Markup
ADD Note-"See City Std Detail 03.01.03-1 & 2 for crossing criteria."
[Plans Sht C6.06; Pg 58 of 63]
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REVISE-relocate watermain to provide a min. of 6" clear and install ethafoam per detail. In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to relocate the existing watermain to provide adequate separation.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
ADD NOTE-"See Ethafoam Detail and City Std Detail 03.01.03-1 & 2 for utility crossing req'ts.".
[Plans Sht C6.07; Pg 59 of 63]
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NOTE to ENGR-although Ethafoam was suggested during last review, is AHBL confident that a 24in storm pipe flowing full will not negatively affect the watermain when there is only 6in of separation? In an effort to avoid the req'ts of Std Detail 03.01.03-1 & 2, it may be in the best interest of the project to lower the existing watermain.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-8x8 wet tap.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-callout 2" per City Std Detail 03.03.02.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
REVISE-water pipe conflicts with storm pipe.
[Plans Sht C6.07; Pg 59 of 63]
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See Document Markup
VERIFY-water elevation callout.
[Plans Sht C6.07; Pg 59 of 63]
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VERIFY-if 3" water service(s) are anticipated, include City Std Detail 03.03.03 to the planset.
[Plans Sht C6.08; Pg 60 of 63]
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Combine with thrust block details on Sht C6.08.
[Plans Sht C6.09; Pg 61 of 63]
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ADD-City Std Details 03.04.01 // 03.04.03 (if 3" water service(s) are anticipated) // 03.06.01 // 03.11.01.
[Plans Sht C6.10; Pg 62 of 63]
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Please submit the signal planset with the separate and forthcoming Offsite civil application.
[Signal Plans Sht PM-01; Pg 1 of 9]
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City Standards require a minimum 3ft of cover over CPEP pipe (ref. City Stds 204.4(3)). The City is willing to allow minimum cover of 30in, but staff cannot support a further reduction based on City regulations. If it is still desired to use CPEP with less than 30in of cover, a formal Alternative Methods Request (AMR) application must be submitted for review and formal decision by the City Engineer. Please be aware that cost savings cannot be a justification to deviate from City Standards.
[ADS Technical Sheet, Burial Depth of Corrugated HDPE Pipe]
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Revise landscape design to ensure there are no trees within 10ft of underground wet utilities and fire hydrants.
[Landscape Plans Sht L1.0; Pg 1 of 10]
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Public Works Streets Review
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Failed
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01/02/2024
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01/17/2024
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Comment
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Public Works Streets Review
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VOID
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09/05/2023
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01/11/2024
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Engineering Traffic Review
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Failed
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01/02/2024
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01/09/2024
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Other/Miscellaneous
Upcoming (separate) civil submittal for frontage improvements must address all conditions listed below. Design must clearly address/acknowledge all these requirements within civil submittal:
Occupancy for any building will not be granted until complete frontage improvements are fully constructed (Shaw Rd & E Pioneer frontages). This includes any roadway widening, City standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, stormwater infrastructure, etc. Per in-person meetings with the applicant, phase 1 is not designed or intended to function as a standalone project (construction phasing only).
The Shaw Rd driveway/signal shall not be used as a construction entrance. This entrance can only be used once the traffic signal is fully operational and the site is fully constructed. During construction only, it’s possible the City may require the E Pioneer construction entrance to be restricted to right-in/right-out.
Trip generation estimates must be updated to reflect updated commercial/retail space. Current scoping/TIA does not match building sizes/types shown in current site plan.
The City will require more information regarding the E Pioneer curb alignment. Current design does not align with the Pioneer Crossing offset. The City needs more information + detailed exhibits showing why this design change has not been implemented.
During civil design, a detailed sight distance analysis will be required at the E Pioneer driveway per City Standards. ESD of 415ft is required at this driveway. Assume 14.5ft setback from the E Pioneer curb alignment and 3.5ft driver eye height. It appears there’s a pedestrian barricade and a fence that will obstruct sight distance here.
During Civil review, the channelization plan for E Pioneer needs to provide the following information:
1. Applicant will need to verify there’s adequate ROW to accommodate paved offsite taper.
2. Applicant to verify paved transition will provide adequate utility pole clearance from the travel lane.
Alignment of creek along the E Pioneer frontage must not interfere with frontage improvements.
Traffic Impact fees (TIF) will be assessed in accordance with fees adopted by ordinance, per PMC 21.10.
Impact fees are subject to change and are adopted by ordinance. The applicant shall pay the proportionate impact fees adopted at the time of building permit application
Park impact fees shall be charged per new dwelling unit based on its size. Fees are assessed in accordance with fees adopted by ordinance, per PMC 21.10
School impact fees shall be paid directly to the school district in accordance with adopted fee at the time of collection by the District.
Per Puyallup Municipal Code Section 11.08.130, the applicant/owner would be expected to construct half-street improvements including curb, gutter, planter strip, sidewalk, roadway base, pavement, and street lighting. Any existing improvements which are damaged now or during construction, or which do not meet current City Standards, shall be replaced. Based on the materials submitted, the applicant would be expected to construct half-street improvements on the following streets:
a. E Pioneer is designated as a major arterial roadway, consisting of curb, gutter, 10’ planter strips, 8’ sidewalks, and City standard streetlights every 150ft.
b. The east leg of the Shaw/Pioneer intersection was designed to accommodate 5 lanes of traffic (56ft throat) to align with the existing channelization on west side of Shaw Rd. The curb line along the south side of E Pioneer frontage shall continue this alignment heading East (approximately 34ft from centerline). This will require roadway widening to accommodate this alignment.
c. Sidewalks and planter strips will not be required east the E Pioneer driveway. However, ROW dedication will be required to facilitate future improvements.
d. A TWLTL is required along the E Pioneer frontage (minimum 75ft on either side of driveway).
e. Paved transitions off-site will be required for safety reasons.
f. Shaw Rd is designated as a major arterial. Per our comprehensive plan, this section of Shaw Rd shall be constructed with a shared use path along the entire length of frontage. The dimensions and materials shall match the existing Shaw Rd shared use path constructed between 23rd Ave SE & Manorwood Dr.
g. As part of these improvements, additional right-of-way (ROW) may need to be dedicated to the City.
During civil review, City staff shall review street tree placement, monument signage, fences, etc. to ensure required sight distance requirements are met.
Site access driveways shall meet our minimum commercial driveway requirements (35ft curb radius, 30ft width). This is could change based on design vehicles used for the AutoTurn.
Site access restrictions:
a. No SBL movement at traffic signal
b. E Pioneer Driveway
Driveway can remain full access as shown with the following conditions:
1. Driveway spacing from Shaw Rd remains as shown on the current site plan
2. TWLTL extending 75ft on either side of driveway (within E Pioneer)
3. Entering sight distance standards are met to allow outbound left turns.
4. At the City's full discretion, outbound left turns from the proposed E Pioneer driveway can be restricted in the future. The following statement will be placed on the face of the short plat:
a. “At the discretion of the City, the City may restrict outbound left turns from the E Pioneer access in the future. At the request of the City, the Owners, Heirs, Successors and Assigns agree to renovate and/or improve the driveway access in accordance with the City of Puyallup Municipal Code and Engineering Standards.”
At the time of civil permit review provide a separate street lighting plan and pavement striping plan (channelization) sheet for the City to review.
a. Street lighting plan:
i. City standard streetlights are required every 150ft along E Pioneer frontage.
ii. E Pioneer (Arterial) will require GE EVOLVE ELR2 Fixtures ERL2-3-23-A3-40-D-Gray-A-V1 (City to provide latest part numbers)
iii. The existing service cabinet at the E Pioneer/Shaw Rd traffic signal has capacity to power the E Pioneer streetlights.
iv. City would allow new streetlights to be installed on the north side of E Pioneer to avoid overhead utility conflicts.
v. If the applicant choses to install streetlights on the south side of E Pioneer, it is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum “safe zone” area. The City will not allow streetlights to be within 10ft of the PSE primary for safety reasons.
vi. Streetlights shall have shorting caps installed with remote photocell located on the service cabinet.
vii. The existing PSE utility pole mounted streetlight does not meet current City standards and will be removed with installation of City standard streetlights.
viii. Streetlight design shall provide the following:
1. Provide details on how streetlights will be powered
2. Location of conduit runs
3. Wiring Schedule
a. Conduit size and type for each raceway
b. Conductors details
4. Pole schedule
a. STA & offset for each luminaire
5. Show location of junction boxes
b. Channelization + signage plan:
i. Shaw Rd/E Pioneer traffic signal may require striping and signage modifications based on the design of the E Pioneer frontage/driveway.
ii. The new Shaw Rd traffic signal will also require striping and signage modifications.
iii. Pavement markings approaching traffic signal shall be thermoplastic
Traffic signal modifications
a. The Shaw Rd access intersection (signal) will require modifications to accommodate the proposed driveway. The applicant will coordinate with the City’s Adaptive Signal Contractor to purchase/install/configure proprietary equipment.
b. Signal designer will implement modifications to the westbound and eastbound approach:
i. Signal heads + phases
ii. Flashing yellow arrows
iii. Left turn phases
iv. Striping/channelization modifications - Channelization shall match the assumptions outlined in the TIA. The EB approach (leaving Safeway) will need to be restriped to accommodate the updated channelization.
c. The applicant will install a new crosswalk at this signal to accommodate pedestrians crossing Shaw Rd. At this location, only one crosswalk will be allowed to cross Shaw Rd.
d. Crosswalk will be installed on the south leg of the intersections (see additional requirements below).
e. The required signal/intersection modifications must be fully configured and operational no less than 2 weeks prior to receiving occupancy for any building on-site. Adaptive signal contractor (Rhythm Engineering) will be required to configure the adaptive system on-site. Adaptive contractor will provide setup/configuration/optimization (not completed by the City).
f. there’s an existing overhead fiber run that will need to be spliced/connected with the cabinet. These design elements and conditions must be on the plans.
g. At the SE corner of the new Shaw Rd access location, adequate ROW must be dedicated, or an easement granted for signal maintenance purposes.
Based on comments received from the school district, this site will not receive bus service for students attending Shaw Rd Elementary. These students will be expected to walk. Based on the increase volume of elementary age students walking to Shaw Rd Elementary. The City will require the following modifications:
a. At the new traffic signal, an electronic blank-out sign shall be mounted on the eastbound signal pole that restricts eastbound right turns when pedestrians are using the crossing
b. Internal pedestrian paths will need to accommodate safe routing to the traffic signal.
c. Reduced Speed School Zone along Shaw Rd has been requested by the School District. The City has determined a reduced speed school zone is feasible/warranted for Shaw Rd Elementary (to be installed by the East Town Crossing development). School zone flashers designed/installed with this project that meets current WAC and MUTCD requirements. Coordinate with the City for required hardware & wireless interconnect.
d. Coordinate with the City of Puyallup and the Puyallup School District for the preferred off-site bus stop locations
Civil plan set shall provide a detailed channelization plan for all striping & pavement markings in within ROW. All proposed striping shall meet City and MUTCD requirements. Plan shall include signage located in ROW. All City standard details related to pavement markings, striping, sign placement must be provided.
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A SBL turn pocket will not be allowed at this intersection. This has been communicated to the design team on multiple occasions and is a condition of the preliminary site plan approval.
[Signal TS-01; Sht 1 of 5]
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Include complete signal design with upcoming (separate) civil submittal for frontage improvements along Shaw Rd and E Pioneer. The City's review of proposed signal improvements will occur when complete frontage design is submitted. Please reference preliminary site plan approval conditions for design requirements.
Correspondence sent 6/8/23
Please make sure the signal designer reviews the conditions related to the signal design, streetlights, & school zone flashers (see below) prior to working on the civil design. This intersection will require coordination with our adaptive contractor for setup/configuration/optimization (not completed by the City). The EB approach (leaving Safeway) will need to be restriped to accommodate the updated channelization. Pedestrian enhancements will also be required (electronic blank out sign) to restrict right turns when pedestrians are in the crosswalk. Additionally, there will need to be reduced speed school zone flashers designed/installed with this project that meets current WAC and MUTCD requirements. Also, there’s an existing overhead fiber run that will need to be spliced/connected with the cabinet. These design elements and conditions must be on the plans.
[Signal TS-01 Sht 1 of 5]
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Construction access not allowed on Shaw Rd. Provide note that specifically restricts access.
[Plans C-2; Pg 2 of 45]
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Access not allowed @ Shaw Rd until Signal/Intersection are fully constructed and operational. Additionally, the E Pioneer access/frontage must be fully constructed per City standards prior to allowing public access @ Shaw Rd (current access proposal on E Pioneer is for construction only). Provide note on plans.
Per conditions of preliminary site plan approval:
The required signal/intersection modifications must be fully configured and operational no less than 2 weeks prior to receiving occupancy for any building on-site. Adaptive signal contractor (Rhythm Engineering) will be required to configure the adaptive system on-site.
[Plans C-3; Pg 3 of 45]
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Label this access for construction only (not suitable for public access). Per conditions of the preliminary site plan approval, occupancy for any building will not be granted until complete frontage improvements are fully constructed (Shaw Rd & E Pioneer frontages). This includes any roadway widening, City standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, stormwater infrastructure, etc. Per in-person meetings with the applicant, phase 1 is not designed or intended to function as a standalone project (construction phasing only).
[Plans C-5; Pg 5 of 45]
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Provide clarification on why a fire turnaround is proposed. Will this be an interim/temporary condition during construction? Per in-person meetings with the applicant, phase 1 (this submittal) is not designed or intended to function as a standalone project (construction phasing only). It's my understanding the completion of phase 2 will not require a fire turnaround here (dual ROW access points + thru internal circulation provided). Building occupancy will not be granted until phase 2 frontage/access improvements are completed per PSP conditions.
[Plans C-6; Pg 6 of 45]
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Other/Miscellaneous
Per previous comment, include complete signal design with upcoming (separate) civil submittal for frontage improvements along Shaw Rd and E Pioneer. The City's review of proposed signal improvements will occur when complete frontage design is submitted with phase 2 (do not include signal improvements with current phase 1 submittal). Preliminary signal design submitted with phase 1 has not been reviewed. Please reference conditions for design requirements.
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Include note that specifically restricts construction access from Shaw Rd.
[Plans C1.1; Pg 3 of 63]
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Signal work will be completed under phase 2. No access via Shaw Rd for phase 1. Provide note on plans. See conditions for more details.
[Plans C2.1; Pg 4 of 63]
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The City's review of proposed signal improvements will occur when complete frontage design is submitted with phase 2 (do not include signal improvements with current phase 1 submittal)
[PM-01]
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Planning Review
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Failed
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01/02/2024
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01/08/2024
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See Document Markup
Plans scale at 1:20 [sheet C3, planning comment]
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See final conditions on 052423 Planning marked up site plan. All these improvements need to be removed from 50 foot buffer area. [sheet C3, planning comment]
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All landscape islands required to be 8 feet wide min. w silva cells. Correct throughout. [sheet C3, planning comment]
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Will this require a switch back for ADA accessibility from ROW? [sheet C3, planning comment]
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Code requires a berm or a landscape wall to screen drive thru. Since the site is elevated, will a wall be provided along the drive aisle in lieu? [sheet C3, planning comment]
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Provide 1 walk way path through this landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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Provide 2 walk way paths through this landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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Provide 6 foot wide landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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parking stall depth can be reduced to 15 feet to transfer dimension to required 6 ft landscape strip [sheet C3, planning comment]
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parking stall depth can be reduced to 15 feet to transfer dimension to required 6 ft landscape strip [sheet C3, planning comment]
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Move walking pathway interior to landscape buffer along drive aisle per conditions on 052423 planning final approved site plan [sheet C3, planning comment]
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show limits of clearing consistent with 50 foot stream buffer protection, associated CFG permit [sheet C3, planning comment]
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show limits of clearing consistent with 50 foot stream buffer protection, associated CFG permit [sheet C3, planning comment]
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PSP approval was conditioned that the end two or three parking stalls on each side of this small parking lot needed to be eliminated to protect stream buffer (stalls still shown) [sheet C3, planning comment]
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All landscape islands required to be 8 foot planting bed area interior to curbing. Shown at 7 feet. Silva cells required throughout. Correct throughout plan design. [sheet C4, planning comment]
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Landscape yard shown at 10 feet, required to be 12 feet wide. Short adjacent parking stall depth and transfer dimension to landscape yard fronting Shaw Road [sheet C4, planning comment]
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Add raised crosswalk here as this provides access to play area and mail for units to the east. Raised crossing will slow speeds and provide ped priority for this crossing. [sheet C4, planning comment]
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Located in stream buffer. Area will need to be vegetated with native plants over this structure. [sheet C7, planning comment]
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Placement of SS line cannot interfere with street trees on this section, ensure 10 foot off set spacing from street trees on landscape plan. [sheet C11, planning comment]
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All landscape islands required to contain trees. These SS lines throughout this plan sheet are run directly under each island and must be off set located. Correct throughout. [sheet C12, planning comment]
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All landscape islands required to contain trees. Cannot locate SSMH in island. [sheet C12, planning comment]
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Run water line under walk way in this area to avoid conflict with trees. See previous comment to locate sidewalk interior of drive aisle and place row of trees between drive aisle and walkway. [sheet C14, planning comment]
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All landscape islands required to contain trees. Water lines throughout this plan sheet are run directly under each island and must be off set located. Correct throughout. [sheet C14, planning comment]
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All landscape islands required to contain trees. Water infrastructure needs to be relocated to avoid conflict here. [sheet C16, planning comment]
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Same comment about infrastructure under landscape islands. Correct throughout. [sheet C17, planning comment]
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Verify enough soil cover over this vault to allow required landscaping to occur. [sheet C28, planning comment]
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Site frontage must contain type II, 12 feet of layered shrubs and ground cover in a berm. Grass cannot be located in first 12 feet of landscape yard. See VMS type IIc standard. [landscape comment, sheet L1.1]
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All interior side yards need to contain intermix of flowering natives, some of which is provided but additional plants are required. See VMS type III standard [landscape comment, sheet L1.1]
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Add additional street tree here along frontage of bldg H. [landscape comment, sheet L1.1]
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See Document Markup
Add additional row of street trees here. This landscape yard must be 12 feet, see civil plan comments. [landscape comment, sheet L1.1]
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See Document Markup
Add additional row of street trees interior to the walk way along drive asile. This walk way must be interior of a landscape strip, also see civil plan comments. [landscape comment, sheet L1.1]
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See Document Markup
Cannot zero out landscaping here. What is this? an access door to the garbage area/enclosure? [landscape comment, sheet L1.1]
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See Document Markup
Planning commented on location of utilities and conflict with parking lot landscape islands on full civil plan set. Landscape architect to coordinate with civil design to show all water, sanitary, storm and other underground utilities on each quadrant plan set sheet, ensuring proper separation is provided [landscape comment, sheet L1.0]
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See Document Markup
Any area in a stream buffer must be restore/re-vegetated with native plants only. [landscape comment, sheet L1.3]
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See Document Markup
Add 50 foot stream buffer to this plan sheet , from OHWM [landscape comment, sheet L1.3]
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See Document Markup
Final conditioned land use permit eliminated parking stalls and moved improvements out of 50 foot buffer area. Coordinate with civil design to correct. [landscape comment, sheet L1.3]
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See Document Markup
Show city standard sight distance triangle area on both sides of drive way [landscape comment, sheet L1.4]
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See Document Markup
Move walk way interior to drive aisle, move landscape to edge of curb line, add trees. Must use a medium sized tree for area, such as a european hornbeam, zelkova, Frontier elm, gingko, or similar species here [landscape comment, sheet L1.4]
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See Document Markup
Planter strip must be 6 feet wide, contain trees. See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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See Document Markup
Some islands not correctly sized (8 feet required width). See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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See Document Markup
Acer rubrum on prohibited street tree list, pick another large canopy tree from approved list in VMS. Also provide intermix of species consistent with VMS section 12.6 [landscape comment, sheet L1.4]
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See Document Markup
Final conditioned land use permit eliminated parking stalls and moved improvements out of 50 foot buffer area. Coordinate with civil design to correct. [landscape comment, sheet L1.4]
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See Document Markup
This plaza space shall include amenities such as bike parking, bench seating, planters, fountains, artwork, decorative railing, decorative light fixtures, hanging baskets or other features that are pedestrian scaled in nature on street frontages, per code. Please show pedestrian scale improvements on plan sheets. [landscape comment, sheet L1.4]
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See Document Markup
Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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See Document Markup
Space street trees on frontage of site (immediately back of walk) at 25-30 feet on center. Appear to be 40 feet or more as shown. [landscape comment, sheet L1.4]
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All landscaping islands and connector strips shall be designed using either
evergreen and deciduous shrub masses spacing at tight on-center intervals (designed to provide 90 percent coverage in 3 years) that will prevent foot traffic and associated soil compaction into these landscaping areas. Appears to need additional plants to provide coverage requirements. [landscape comment, sheet L1.4]
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Walking pathway cutting through each connector strip is required. Same comment on civil design plan [landscape comment, sheet L1.4]
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The following comment applies throughout the plan set, where applicable. Please show a cross hatch for site frontages and grouped throughout the site landscape plan set. Section 7.4 from the VMS: ??? ?????????
The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape ???? ????? ???????? ?? ??? ? ??? ????? ??????? ????????? ??????? ????? ??????? ??†?????? ??????? ?? ??? ????? ?? ?? ????????? ????? ?????? ??? ???????? ????? ??????? ?? ?? ?????????? ????? ????????? ?? ????????? ????? ?? ???? ?? ????????? ??????? ????????? ??????
A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. ?? ????? ????????? ?? ????????? ??????? ??? ?? ????? ???? ??? ?????????? ?? ????? ??????? ??†?????? ??????? ?? ??? ???????? ????? ??????? ?? ??? ???????? ???? ??? ?????????? ???? ???
right of way. ?? ???????? ???? ???????? ????? ?? ????????? ?? ??????????? ???? ?? ???? ?? ????? ????????????? ??????????†? ?????????? ?????????? ??? ?? ???????? ?? ???? ?? ?????????? ?? ?????? ??? ???????????? ?? ??? ??????????? ???? ?? ????? ??????? ????????? ????????? ??? ???? ?? ??????????? ???? ?? ???? ?? ?????? ???? ?? ?????? ??? ?????? ?? ???? ????? ????????
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Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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7.3 Native plant materials A minimum of 50 percent of the shrubs and ground covers used in projects under the requirements of the PMC and the VMS shall be native to the Puget Sound region. Drought tolerant non-PNW Native species, such as xeriscape plants, may be used as a substitute to native plant requirements to create landscapes adaptable to climate change and localized heat island
issues that may not allow PNW native species to successfully establish. PNW native species shall
be used in all cases as a first priority; the project landscape architect must detail why xeriscape
species of plants would be used as a supplement or substitute. [landscape comment, sheet L1.5]
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Miscellaneous Planning Correction
Is the November 30, 2022 stream corridor revegetation plan (drawn by 'Nature by Design', KOwens) the current plan set for the mitigation plan? Please include those plan sheets with the landscape sheets. Will the mitigation plan be updated as a result of the USACE review and approval process?
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Other/Miscellaneous
SEPA mitigation measures require implementation of a requirement for off-site safe routes to schools improvements. See P-21-0034 SEPA (June 27, 2023). Please provide those plans for further review and agency consultation.
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Fire Review
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Failed
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01/02/2024
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01/04/2024
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Other/Miscellaneous
1. The water plans are different then what was originally drawn on preliminary site plan. Apply previous notes to Civils. Email on 2/7/23 from Phil Becker acknowledging these requirements and provided a site plan with new layout.
2. Do not block Fire Hydrants, or F.D.C's with parking stalls. Move all blocked Fire Hydrants, and F.D.C's into parking islands.
3. All F.D.C's are required to be within 10-15' of a Fire Hydrant.
4. Provide fire turn-around dimensions and radiuses.
5. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide.
6. Provide auto-turn analysis.
7. Provide Riser Room locations with direct access to side walk.
8. Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb.
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Other/Miscellaneous
1. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide. Temporary access on Pioneer will be required to be a 26' width. Future BLD E does not have a width called out. BLD T.I. requires a 26' fire lane in front. Building G, and H do not have a fire lane width call out on the North side.
2. Confirm that all storm vaults in the fire lanes are rated for 75,000lb load minimum load limit per the 2018 IFC.
3. Place all F.D.C's and Fire Hydrants closer to fire lanes in all parking islands. Fire Hydrants are placed to close to the parking stall and require a 36" clear space around them. F.D.C's, Fire Hydrants, and P.I.V's should be set back a minimum of 3' behind all curbs to avoid vehicle impact. If this can not be accomplished, vehicle impact protection "bollards" will be required.
4. Provide temporary fire truck turn-around dimensions per the 2018 IFC.
5. Provide Riser Room locations with direct access to side walk.
6. I do not see this addressed? This is required to have its own sheet, with the size of this project all curbs that are not parking stalls will be required to be painted yellow with white stenciled NO PARKING FIRE LANE. FIRE LANE / NO PARKING signs are required to be set behind curb at 50' intervals. (PMC 16.04.015 Emergency vehicle parking) Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb. Remove all other non fire related items off the page.
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Public Works Water Review
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Failed
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01/02/2024
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12/27/2023
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Civil C-14: For pages C-14, C-15, C-16, C-17: Make corrections to all Development Engineering comments on these pages.
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Civil C-14: For pages C-14, C-15, C-16, C-17: Many of the proposed fire hydrant runs are located off dead-end 8-inch water mains, which reduces the available fire flow. Pay to have a hydraulic model of the proposed water layout, to see if the available fire flow will meet the building requirements.
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Civil C-14: For pages C-14, C-15: The existing 8-inch water main that runs through this project also supplies water to the property to the south, which requires the water main to be public. Since this existing water main will be running through proposed parking areas, the City will allow a one-time exception from our 40-foot utility easement requirement, and allow the water main to be placed in the middle of a 20-foot easement.
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Civil C-14: For pages C-14, C-15, C-16, C-17: All water infrastructure for this project outside the proposed public utility easement shall be private, and the property owners responsibility to repair and maintain. This includes all parts of each water service (i.e. connection taps, service line, meter setters, meter boxes, etc.), the only exception would be the water meters and radio transmission equipment (MXU) which would be owned by the City, but paid for and installed by the contractor.
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Civil C-14: For pages C-14, C-15, C-16, C-17: Do not block fire hydrants or FDC's with parking stalls. Move all blocked fire hydrants and FDC's into parking islands.
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Civil C-14: For pages C-14, C-15, C-16, C-17: If the buildings are housing just apartments, a DCVA will be sufficient back flow protection. If the buildings contain both commercial space and apartments, upgrade the protection to an above ground RPBA.
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Civil C-14: This line feeding a fire hydrant on C-16 is too long for a hydrant run, and will need to be 8-inch.
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Civil C-16: Install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run.
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Civil C-16: Install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run.
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Civil C-17: For flushing purposes install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run. Tee for building fire line should be placed before hydrant run.
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Landscape L1.0: No tree within 10-feet of water mains, hydrants, FDC's, PIV's, meters, and back flow protection. Provide 3-foot planting clear zone around hydrants, FDC's, PIV's, meters, and back flow protection.
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Landscape L1.0: No irrigation plan is shown. Show irrigation service, size of meter, protected by same size DCVA on Landscape and Civil plans.
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Civil Resub Sheet C6.01: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement on this plan set.
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Civil Resub Sheet C6.01: This tee will be an 8-inch by 8-inch wet tap with a stainless steel tapping sleeve and an 8-inch gate valve. Not 8-inch by 6-inch as called out.
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Civil Resub Sheet C6.01: Call out PIV.
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Civil Resub Sheet C6.01: Follow City standards. Call out 2-inch PE with 2-inch gate valves shown on plan set.
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Civil Resub Sheet C6.01: 1.5-inch meter requires 1.5-inch RPBA not 1-inch.
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Civil Resub Sheet C6.01: 1-inch PE for 1-inch water service.
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Civil Resub Sheet C6.01: The hydrant tee should be called out as 8-inch by 8-inch by 6-inch Fl tee. An 8-inch Fl by MJ adapter to the east. An 8-inch by 6-inch Fl reducer to the west. A 6-inch gate valve Fl by MJ west of reducer. Call out PIV by fire vault.
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Civil Resub Sheet C6.01: Fire flow will be reduced by not looping in the dead-end 8-inch water main runs.
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Civil Resub Sheet C6.02: The existing 8-inch water main through this project will be public and all other water lines will be private. Show and call out the public water easement for this plan set.
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Civil Resub Sheet C6.02: No line valves are called out on the public water main through this project. If any work needs to be done on this public main, all water to this complex will be off until work is completed. At a minimum, consider installing three 8-inch gate valves at this tee for better control. One 8-inch gate valve is required on the east side of this tee.
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Civil Resub Sheet C6.02: Call out and show a 6-inch gate valve at this tee.
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Civil Resub Sheet C6.02: Call out PIV.
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Civil Resub Sheet C6.02: Install an 8-inch by 6-inch reducer on south side of tee, with a 6-inch gate valve.
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Civil Resub Sheet C6.02: Call out and show an 8-inch gate valve at south side of tee.
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Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap.
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Civil Resub Sheet C6.02: No backflow protection is shown for this water service.
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Civil Resub Sheet C6.02: Call out 2-inch PE, not 3-inch PE.
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See Document Markup
Civil Resub Sheet C6.02: Call out 8-inch stainless steel tapping sleeve with gate valve. Show valve.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 6-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.02: Call out PIV.
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See Document Markup
Civil Resub Sheet C6.02: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed.
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Civil Resub Sheet C6.02: Fire flow will be reduced by not looping in the dead-end 8-inch water main run. If the water main is not looped, install an 8-inch MJ plug on the west side of the hydrant tee with a thrust block. No 8-inch gate valve needed. Show the 6-inch gate valve for the hydrant. A fire hydrant run should be 20-feet or less in length. Move hydrant back in parking bump-out.
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Civil Resub Sheet C6.02: Show 8-inch gate valve at tee.
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See Document Markup
Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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See Document Markup
Civil Resub Sheet C6.03: Call out and show 2-inch gate valve at water main tap. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for this water service.
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Civil Resub Sheet C6.03: Do not install 8-inch gate valve until the phase 2 tie-in. Install a 2-inch blow-off assembly per City Standard detail 03.06.01.
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Civil Resub Sheet C6.04: Call out and show 2-inch gate valves at water main taps. Call out 2-inch PE not 3-inch PE. No backflow protection is shown for these water services.
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Civil Resub Sheet C6.04: When phase 2 is installed the 8-inch water main will be looped for better fire flow. Install an 8-inch by 6-inch fire hydrant tee west of the fire line tee to provide better future fire flow for the hydrant. The fire line tee can now be 8-inch by 6-inch with a 6-inch gate valve. The 8-inch gate valve to the east will be installed at the phase 2 tie-in. For now install an 8-inch MJ plug in the east end of the fire line tee with thrust blocking.
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Civil Resub Sheet C6.04: Call out PIV.
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Civil Resub Sheet C6.07: In a perfect world it would be great to keep our water main at 36-inches of cover. To eliminate trapped air high points, it would be best to run the relocated 8-inch water main under the 12-inch storm line at STA 51+00. Run the 8-inch relatively flat and transition with 45-degree bends to the low tie-in.
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Civil Resub Sheet C6.09: Move the standard detail to Sheet C6.08.
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Civil Resub Sheet C6.09: Remove this Standard detail and replace with 03.06.01 2-inch blow-off assembly.
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Civil Resub Sheet C6.10: Remove this unneeded Standard detail.
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Public Works Collection Review
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Approved
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01/02/2024
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12/18/2023
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Planning Review
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Failed
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09/05/2023
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08/30/2023
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See Document Markup
Plans scale at 1:20 [sheet C3, planning comment]
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See final conditions on 052423 Planning marked up site plan. All these improvements need to be removed from 50 foot buffer area. [sheet C3, planning comment]
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All landscape islands required to be 8 feet wide min. w silva cells. Correct throughout. [sheet C3, planning comment]
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Will this require a switch back for ADA accessibility from ROW? [sheet C3, planning comment]
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Code requires a berm or a landscape wall to screen drive thru. Since the site is elevated, will a wall be provided along the drive aisle in lieu? [sheet C3, planning comment]
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Provide 1 walk way path through this landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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Provide 2 walk way paths through this landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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Provide 6 foot wide landscape strip, per Type IV landscape design standard requirements [sheet C3, planning comment]
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parking stall depth can be reduced to 15 feet to transfer dimension to required 6 ft landscape strip [sheet C3, planning comment]
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parking stall depth can be reduced to 15 feet to transfer dimension to required 6 ft landscape strip [sheet C3, planning comment]
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Move walking pathway interior to landscape buffer along drive aisle per conditions on 052423 planning final approved site plan [sheet C3, planning comment]
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show limits of clearing consistent with 50 foot stream buffer protection, associated CFG permit [sheet C3, planning comment]
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show limits of clearing consistent with 50 foot stream buffer protection, associated CFG permit [sheet C3, planning comment]
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PSP approval was conditioned that the end two or three parking stalls on each side of this small parking lot needed to be eliminated to protect stream buffer (stalls still shown) [sheet C3, planning comment]
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All landscape islands required to be 8 foot planting bed area interior to curbing. Shown at 7 feet. Silva cells required throughout. Correct throughout plan design. [sheet C4, planning comment]
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Landscape yard shown at 10 feet, required to be 12 feet wide. Short adjacent parking stall depth and transfer dimension to landscape yard fronting Shaw Road [sheet C4, planning comment]
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Add raised crosswalk here as this provides access to play area and mail for units to the east. Raised crossing will slow speeds and provide ped priority for this crossing. [sheet C4, planning comment]
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Located in stream buffer. Area will need to be vegetated with native plants over this structure. [sheet C7, planning comment]
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Placement of SS line cannot interfere with street trees on this section, ensure 10 foot off set spacing from street trees on landscape plan. [sheet C11, planning comment]
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All landscape islands required to contain trees. These SS lines throughout this plan sheet are run directly under each island and must be off set located. Correct throughout. [sheet C12, planning comment]
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All landscape islands required to contain trees. Cannot locate SSMH in island. [sheet C12, planning comment]
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Run water line under walk way in this area to avoid conflict with trees. See previous comment to locate sidewalk interior of drive aisle and place row of trees between drive aisle and walkway. [sheet C14, planning comment]
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All landscape islands required to contain trees. Water lines throughout this plan sheet are run directly under each island and must be off set located. Correct throughout. [sheet C14, planning comment]
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All landscape islands required to contain trees. Water infrastructure needs to be relocated to avoid conflict here. [sheet C16, planning comment]
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Same comment about infrastructure under landscape islands. Correct throughout. [sheet C17, planning comment]
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Verify enough soil cover over this vault to allow required landscaping to occur. [sheet C28, planning comment]
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Site frontage must contain type II, 12 feet of layered shrubs and ground cover in a berm. Grass cannot be located in first 12 feet of landscape yard. See VMS type IIc standard. [landscape comment, sheet L1.1]
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All interior side yards need to contain intermix of flowering natives, some of which is provided but additional plants are required. See VMS type III standard [landscape comment, sheet L1.1]
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Add additional street tree here along frontage of bldg H. [landscape comment, sheet L1.1]
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Add additional row of street trees here. This landscape yard must be 12 feet, see civil plan comments. [landscape comment, sheet L1.1]
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Add additional row of street trees interior to the walk way along drive asile. This walk way must be interior of a landscape strip, also see civil plan comments. [landscape comment, sheet L1.1]
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Cannot zero out landscaping here. What is this? an access door to the garbage area/enclosure? [landscape comment, sheet L1.1]
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Planning commented on location of utilities and conflict with parking lot landscape islands on full civil plan set. Landscape architect to coordinate with civil design to show all water, sanitary, storm and other underground utilities on each quadrant plan set sheet, ensuring proper separation is provided [landscape comment, sheet L1.0]
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Any area in a stream buffer must be restore/re-vegetated with native plants only. [landscape comment, sheet L1.3]
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See Document Markup
Add 50 foot stream buffer to this plan sheet , from OHWM [landscape comment, sheet L1.3]
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See Document Markup
Final conditioned land use permit eliminated parking stalls and moved improvements out of 50 foot buffer area. Coordinate with civil design to correct. [landscape comment, sheet L1.3]
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See Document Markup
Show city standard sight distance triangle area on both sides of drive way [landscape comment, sheet L1.4]
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Move walk way interior to drive aisle, move landscape to edge of curb line, add trees. Must use a medium sized tree for area, such as a european hornbeam, zelkova, Frontier elm, gingko, or similar species here [landscape comment, sheet L1.4]
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Planter strip must be 6 feet wide, contain trees. See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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Some islands not correctly sized (8 feet required width). See type IV design standards, VMS. Same comment on civil design plan [landscape comment, sheet L1.4]
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Acer rubrum on prohibited street tree list, pick another large canopy tree from approved list in VMS. Also provide intermix of species consistent with VMS section 12.6 [landscape comment, sheet L1.4]
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Final conditioned land use permit eliminated parking stalls and moved improvements out of 50 foot buffer area. Coordinate with civil design to correct. [landscape comment, sheet L1.4]
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See Document Markup
This plaza space shall include amenities such as bike parking, bench seating, planters, fountains, artwork, decorative railing, decorative light fixtures, hanging baskets or other features that are pedestrian scaled in nature on street frontages, per code. Please show pedestrian scale improvements on plan sheets. [landscape comment, sheet L1.4]
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See Document Markup
Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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See Document Markup
Space street trees on frontage of site (immediately back of walk) at 25-30 feet on center. Appear to be 40 feet or more as shown. [landscape comment, sheet L1.4]
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All landscaping islands and connector strips shall be designed using either
evergreen and deciduous shrub masses spacing at tight on-center intervals (designed to provide 90 percent coverage in 3 years) that will prevent foot traffic and associated soil compaction into these landscaping areas. Appears to need additional plants to provide coverage requirements. [landscape comment, sheet L1.4]
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Walking pathway cutting through each connector strip is required. Same comment on civil design plan [landscape comment, sheet L1.4]
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The following comment applies throughout the plan set, where applicable. Please show a cross hatch for site frontages and grouped throughout the site landscape plan set. Section 7.4 from the VMS:
7.4 Daffodils
The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape
yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Other groupings of Narcissus shall be used in groupings through landscape areas.
A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required.
B. Other varieties of Narcissus trumpet may be used, with the preference of 'King Alfred' or ‘Dutch Master’ in the frontage areas closest to any property line for visibility from the
right of way.
C. Daffodil bulb planting shall be completed at appropriate time of year to allow establishment (September – November). Applicants may be required to post an assignment to secure the installation at the appropriate time of year. Project landscape architect may spec an alternative time of year to plant, such as during the winter or very early spring.
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Provide low growing native shrubs and daffodils in these cut outs along curb line [landscape comment, sheet L1.4]
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7.3 Native plant materials A minimum of 50 percent of the shrubs and ground covers used in projects under the requirements of the PMC and the VMS shall be native to the Puget Sound region. Drought tolerant non-PNW Native species, such as xeriscape plants, may be used as a substitute to native plant requirements to create landscapes adaptable to climate change and localized heat island
issues that may not allow PNW native species to successfully establish. PNW native species shall
be used in all cases as a first priority; the project landscape architect must detail why xeriscape
species of plants would be used as a supplement or substitute. [landscape comment, sheet L1.5]
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Public Works Collection Review
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Approved
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09/05/2023
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08/24/2023
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Engineering Traffic Review
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Failed
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09/05/2023
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08/16/2023
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Other/Miscellaneous
Upcoming (separate) civil submittal for frontage improvements must address all conditions listed below. Design must clearly address/acknowledge all these requirements within civil submittal:
Occupancy for any building will not be granted until complete frontage improvements are fully constructed (Shaw Rd & E Pioneer frontages). This includes any roadway widening, City standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, stormwater infrastructure, etc. Per in-person meetings with the applicant, phase 1 is not designed or intended to function as a standalone project (construction phasing only).
The Shaw Rd driveway/signal shall not be used as a construction entrance. This entrance can only be used once the traffic signal is fully operational and the site is fully constructed. During construction only, it’s possible the City may require the E Pioneer construction entrance to be restricted to right-in/right-out.
Trip generation estimates must be updated to reflect updated commercial/retail space. Current scoping/TIA does not match building sizes/types shown in current site plan.
The City will require more information regarding the E Pioneer curb alignment. Current design does not align with the Pioneer Crossing offset. The City needs more information + detailed exhibits showing why this design change has not been implemented.
During civil design, a detailed sight distance analysis will be required at the E Pioneer driveway per City Standards. ESD of 415ft is required at this driveway. Assume 14.5ft setback from the E Pioneer curb alignment and 3.5ft driver eye height. It appears there’s a pedestrian barricade and a fence that will obstruct sight distance here.
During Civil review, the channelization plan for E Pioneer needs to provide the following information:
1. Applicant will need to verify there’s adequate ROW to accommodate paved offsite taper.
2. Applicant to verify paved transition will provide adequate utility pole clearance from the travel lane.
Alignment of creek along the E Pioneer frontage must not interfere with frontage improvements.
Traffic Impact fees (TIF) will be assessed in accordance with fees adopted by ordinance, per PMC 21.10.
Impact fees are subject to change and are adopted by ordinance. The applicant shall pay the proportionate impact fees adopted at the time of building permit application
Park impact fees shall be charged per new dwelling unit based on its size. Fees are assessed in accordance with fees adopted by ordinance, per PMC 21.10
School impact fees shall be paid directly to the school district in accordance with adopted fee at the time of collection by the District.
Per Puyallup Municipal Code Section 11.08.130, the applicant/owner would be expected to construct half-street improvements including curb, gutter, planter strip, sidewalk, roadway base, pavement, and street lighting. Any existing improvements which are damaged now or during construction, or which do not meet current City Standards, shall be replaced. Based on the materials submitted, the applicant would be expected to construct half-street improvements on the following streets:
a. E Pioneer is designated as a major arterial roadway, consisting of curb, gutter, 10’ planter strips, 8’ sidewalks, and City standard streetlights every 150ft.
b. The east leg of the Shaw/Pioneer intersection was designed to accommodate 5 lanes of traffic (56ft throat) to align with the existing channelization on west side of Shaw Rd. The curb line along the south side of E Pioneer frontage shall continue this alignment heading East (approximately 34ft from centerline). This will require roadway widening to accommodate this alignment.
c. Sidewalks and planter strips will not be required east the E Pioneer driveway. However, ROW dedication will be required to facilitate future improvements.
d. A TWLTL is required along the E Pioneer frontage (minimum 75ft on either side of driveway).
e. Paved transitions off-site will be required for safety reasons.
f. Shaw Rd is designated as a major arterial. Per our comprehensive plan, this section of Shaw Rd shall be constructed with a shared use path along the entire length of frontage. The dimensions and materials shall match the existing Shaw Rd shared use path constructed between 23rd Ave SE & Manorwood Dr.
g. As part of these improvements, additional right-of-way (ROW) may need to be dedicated to the City.
During civil review, City staff shall review street tree placement, monument signage, fences, etc. to ensure required sight distance requirements are met.
Site access driveways shall meet our minimum commercial driveway requirements (35ft curb radius, 30ft width). This is could change based on design vehicles used for the AutoTurn.
Site access restrictions:
a. No SBL movement at traffic signal
b. E Pioneer Driveway
Driveway can remain full access as shown with the following conditions:
1. Driveway spacing from Shaw Rd remains as shown on the current site plan
2. TWLTL extending 75ft on either side of driveway (within E Pioneer)
3. Entering sight distance standards are met to allow outbound left turns.
4. At the City's full discretion, outbound left turns from the proposed E Pioneer driveway can be restricted in the future. The following statement will be placed on the face of the short plat:
a. “At the discretion of the City, the City may restrict outbound left turns from the E Pioneer access in the future. At the request of the City, the Owners, Heirs, Successors and Assigns agree to renovate and/or improve the driveway access in accordance with the City of Puyallup Municipal Code and Engineering Standards.”
At the time of civil permit review provide a separate street lighting plan and pavement striping plan (channelization) sheet for the City to review.
a. Street lighting plan:
i. City standard streetlights are required every 150ft along E Pioneer frontage.
ii. E Pioneer (Arterial) will require GE EVOLVE ELR2 Fixtures ERL2-3-23-A3-40-D-Gray-A-V1 (City to provide latest part numbers)
iii. The existing service cabinet at the E Pioneer/Shaw Rd traffic signal has capacity to power the E Pioneer streetlights.
iv. City would allow new streetlights to be installed on the north side of E Pioneer to avoid overhead utility conflicts.
v. If the applicant choses to install streetlights on the south side of E Pioneer, it is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum “safe zone” area. The City will not allow streetlights to be within 10ft of the PSE primary for safety reasons.
vi. Streetlights shall have shorting caps installed with remote photocell located on the service cabinet.
vii. The existing PSE utility pole mounted streetlight does not meet current City standards and will be removed with installation of City standard streetlights.
viii. Streetlight design shall provide the following:
1. Provide details on how streetlights will be powered
2. Location of conduit runs
3. Wiring Schedule
a. Conduit size and type for each raceway
b. Conductors details
4. Pole schedule
a. STA & offset for each luminaire
5. Show location of junction boxes
b. Channelization + signage plan:
i. Shaw Rd/E Pioneer traffic signal may require striping and signage modifications based on the design of the E Pioneer frontage/driveway.
ii. The new Shaw Rd traffic signal will also require striping and signage modifications.
iii. Pavement markings approaching traffic signal shall be thermoplastic
Traffic signal modifications
a. The Shaw Rd access intersection (signal) will require modifications to accommodate the proposed driveway. The applicant will coordinate with the City’s Adaptive Signal Contractor to purchase/install/configure proprietary equipment.
b. Signal designer will implement modifications to the westbound and eastbound approach:
i. Signal heads + phases
ii. Flashing yellow arrows
iii. Left turn phases
iv. Striping/channelization modifications - Channelization shall match the assumptions outlined in the TIA. The EB approach (leaving Safeway) will need to be restriped to accommodate the updated channelization.
c. The applicant will install a new crosswalk at this signal to accommodate pedestrians crossing Shaw Rd. At this location, only one crosswalk will be allowed to cross Shaw Rd.
d. Crosswalk will be installed on the south leg of the intersections (see additional requirements below).
e. The required signal/intersection modifications must be fully configured and operational no less than 2 weeks prior to receiving occupancy for any building on-site. Adaptive signal contractor (Rhythm Engineering) will be required to configure the adaptive system on-site. Adaptive contractor will provide setup/configuration/optimization (not completed by the City).
f. there’s an existing overhead fiber run that will need to be spliced/connected with the cabinet. These design elements and conditions must be on the plans.
g. At the SE corner of the new Shaw Rd access location, adequate ROW must be dedicated, or an easement granted for signal maintenance purposes.
Based on comments received from the school district, this site will not receive bus service for students attending Shaw Rd Elementary. These students will be expected to walk. Based on the increase volume of elementary age students walking to Shaw Rd Elementary. The City will require the following modifications:
a. At the new traffic signal, an electronic blank-out sign shall be mounted on the eastbound signal pole that restricts eastbound right turns when pedestrians are using the crossing
b. Internal pedestrian paths will need to accommodate safe routing to the traffic signal.
c. Reduced Speed School Zone along Shaw Rd has been requested by the School District. The City has determined a reduced speed school zone is feasible/warranted for Shaw Rd Elementary (to be installed by the East Town Crossing development). School zone flashers designed/installed with this project that meets current WAC and MUTCD requirements. Coordinate with the City for required hardware & wireless interconnect.
d. Coordinate with the City of Puyallup and the Puyallup School District for the preferred off-site bus stop locations
Civil plan set shall provide a detailed channelization plan for all striping & pavement markings in within ROW. All proposed striping shall meet City and MUTCD requirements. Plan shall include signage located in ROW. All City standard details related to pavement markings, striping, sign placement must be provided.
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A SBL turn pocket will not be allowed at this intersection. This has been communicated to the design team on multiple occasions and is a condition of the preliminary site plan approval.
[Signal TS-01; Sht 1 of 5]
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Include complete signal design with upcoming (separate) civil submittal for frontage improvements along Shaw Rd and E Pioneer. The City's review of proposed signal improvements will occur when complete frontage design is submitted. Please reference preliminary site plan approval conditions for design requirements.
Correspondence sent 6/8/23:
Please make sure the signal designer reviews the conditions related to the signal design, streetlights, & school zone flashers (see below) prior to working on the civil design. This intersection will require coordination with our adaptive contractor for setup/configuration/optimization (not completed by the City). The EB approach (leaving Safeway) will need to be restriped to accommodate the updated channelization. Pedestrian enhancements will also be required (electronic blank out sign) to restrict right turns when pedestrians are in the crosswalk. Additionally, there will need to be reduced speed school zone flashers designed/installed with this project that meets current WAC and MUTCD requirements. Also, there’s an existing overhead fiber run that will need to be spliced/connected with the cabinet. These design elements and conditions must be on the plans.
[Signal TS-01; Sht 1 of 5]
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Construction access not allowed on Shaw Rd. Provide note that specifically restricts access.
[Plans C-2; Pg 2 of 45]
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Access not allowed @ Shaw Rd until Signal/Intersection are fully constructed and operational. Additionally, the E Pioneer access/frontage must be fully constructed per City standards prior to allowing public access @ Shaw Rd (current access proposal on E Pioneer is for construction only). Provide note on plans.
Per conditions of preliminary site plan approval:
The required signal/intersection modifications must be fully configured and operational no less than 2 weeks prior to receiving occupancy for any building on-site. Adaptive signal contractor (Rhythm Engineering) will be required to configure the adaptive system on-site.
[Plans C-3; Pg 3 of 45]
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Label this access for construction only (not suitable for public access). Per conditions of the preliminary site plan approval, occupancy for any building will not be granted until complete frontage improvements are fully constructed (Shaw Rd & E Pioneer frontages). This includes any roadway widening, City standard streetlighting, striping, signalization, signage, curb/gutter/sidewalk, reduced speed school zone, stormwater infrastructure, etc. Per in-person meetings with the applicant, phase 1 is not designed or intended to function as a standalone project (construction phasing only).
[Plans C-5; Pg 5 of 45]
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Provide clarification on why a fire turnaround is proposed. Will this be an interim/temporary condition during construction? Per in-person meetings with the applicant, phase 1 (this submittal) is not designed or intended to function as a standalone project (construction phasing only). It's my understanding the completion of phase 2 will not require a fire turnaround here (dual ROW access points + thru internal circulation provided). Building occupancy will not be granted until phase 2 frontage/access improvements are completed per PSP conditions.
[Plans C-6; Pg 6 of 45]
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Public Works Water Review
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Failed
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09/05/2023
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08/09/2023
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Civil C-14: For pages C-14, C-15, C-16, C-17: Make corrections to all Development Engineering comments on these pages.
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Civil C-14: For pages C-14, C-15, C-16, C-17: Many of the proposed fire hydrant runs are located off dead-end 8-inch water mains, which reduces the available fire flow. Pay to have a hydraulic model of the proposed water layout, to see if the available fire flow will meet the building requirements.
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Civil C-14: For pages C-14, C-15: The existing 8-inch water main that runs through this project also supplies water to the property to the south, which requires the water main to be public. Since this existing water main will be running through proposed parking areas, the City will allow a one-time exception from our 40-foot utility easement requirement, and allow the water main to be placed in the middle of a 20-foot easement.
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Civil C-14: For pages C-14, C-15, C-16, C-17: All water infrastructure for this project outside the proposed public utility easement shall be private, and the property owners responsibility to repair and maintain. This includes all parts of each water service (i.e. connection taps, service line, meter setters, meter boxes, etc.), the only exception would be the water meters and radio transmission equipment (MXU) which would be owned by the City, but paid for and installed by the contractor.
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Civil C-14: For pages C-14, C-15, C-16, C-17: Do not block fire hydrants or FDC's with parking stalls. Move all blocked fire hydrants and FDC's into parking islands.
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Civil C-14: For pages C-14, C-15, C-16, C-17: If the buildings are housing just apartments, a DCVA will be sufficient back flow protection. If the buildings contain both commercial space and apartments, upgrade the protection to an above ground RPBA.
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Civil C-14: This line feeding a fire hydrant on C-16 is too long for a hydrant run, and will need to be 8-inch.
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Civil C-16: Install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run.
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Civil C-16: Install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run.
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Civil C-17: For flushing purposes install 8" MJ x 6" Fl tee, 6" GV, and hydrant off end of 8-inch run. Tee for building fire line should be placed before hydrant run.
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Landscape L1.0: No tree within 10-feet of water mains, hydrants, FDC's, PIV's, meters, and back flow protection. Provide 3-foot planting clear zone around hydrants, FDC's, PIV's, meters, and back flow protection.
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Landscape L1.0: No irrigation plan is shown. Show irrigation service, size of meter, protected by same size DCVA on Landscape and Civil plans.
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Engineering Civil Review
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Failed
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09/05/2023
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08/08/2023
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Called out twice.
[Storm Report; Pg 1 of 164]
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Revise page numbering to align with the report sections.
[Storm Report; Pg 4 of 164]
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Parcel ...054.
Storm Report; Pg 5 of 164]
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The storm report should be written to reflect the overall 'common plan of development' to ensure adequate storm facilities and site discharge compliance... that includes both Phase 1 and Phase 2. Revise accordingly.
[Storm Report; Pg 5 of 164]
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Revise table to account for the overall 'common plan of development' (both Phase 1 and Phase 2).
[Storm Report; Pg 5 of 164]
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Breakout surface areas by phase and basin. (See basin exhibit comments, Fig. 5).
[Storm Report; Pg 5 of 164]
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Breakout Shaw Rd and Pioneer frontages separately.
[Storm Report; Pg 5 of 164]
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Add commentary that the existing storm pond is located in the SE corner of the site and will be converted to an underground facility as part of this project.
[Storm Report; Pg 6 of 164]
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For the STORM REPORT ONLY, provide both the Phase 1 and Phase 2 grading and drainage plans in Appendix A. Identify the phase boundary on the plans.
[Storm Report; Pg 8 of 164]
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Use 10yr developed inflow flow rate due to discharge to a regulated stream (Pioneer Ditch). If the TESC pond discharge location is into a pipe at the intersection, it is acceptable to use the 2yr developed inflow flow rate.
[Storm Report; Pg 8 of 164]
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Add Interceptor Swales, Check Dams, and TESC pond (per CSWPPP).
[Storm Report; Pg 8 of 164]
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Coordinate the 13 elements with the review comments on the CSWPPP.
[Storm Report; Pg 8 of 164]
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As mentioned previously, provide the LID Performance/Duration Curves to ensure compliance.
[Storm Report; Pg 11 of 164]
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Add: "2yr" .
[Storm Report; Pg 11 of 164]
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pipe.
[Storm Report; Pg 11 of 164]
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Verify-24in called out on civil plans.
[Storm Report; Pg 11 of 164]
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Revise-"stream/ditch".
[Storm Report; Pg 11 of 164]
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Add: "mitigated".
[Storm Report; Pg 12 of 164]
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Clarify-Does this include the Phase 2 PGHS?. Phase 2 needs to be addressed as part of the 'Common Plan of Development'.
[Storm Report; Pg 12 of 164]
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Discuss Shaw Road frontage and Pioneer Way frontage WQ aspects.
[Storm Report; Pg 12 of 164]
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NOTE: Shaw Road approach exceeds 5000sf of bypass PGHS and must be treated prior to discharge to the public conveyance system.
[Storm Report; Pg 12 of 164]
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Add: "emergency vehicle".
[Storm Report; Pg 12 of 164]
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The landuse application analyzed the site as one basin with one point-of-compliance (POC) which was acceptable for preliminary design. However, the commercial area and the multi-family area, including Phase 2 improvements, are separate sub-basins with one POC. Provide WWHM calculations which reflect the specific surface area types of each subbasin and the specific vault and control structure sizing for each subbasin.
[Storm Report; Pg 12 of 164]
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Discuss Shaw Road frontage and Pioneer Way frontage flow control aspects.
[Storm Report; Pg 12 of 164]
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Include Phase 2 improvements in the flow control design to ensure stormwater facilities are properly sized ('Common Plan of Development' rule).
[Storm Report; Pg 12 of 164]
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"The"?
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MR9 should reflect O&M requirements for the entire stormwater system onsite...suggested language "An operation and maintenance manual that is consistent with the provisions of PMC 21.10 and City Standards shall be provided for the proposed stormwater facilities and BMPs, and the parties responsible for the operation and maintenance shall be identified."
[Storm Report; Pg 13 of 164]
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The geotech report actually states that permeable paving and other BMPs may be possible. Clarify that it is the project's intent to comply with the LID Performance Standard rather than the List option.
[Storm Report; Pg 13 of 164]
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Revise-"stream/ditch".
[Storm Report; Pg 14 of 164]
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Suggest-"Offsite the pollution generating surface of Shaw Road frontage is not being expanded and the sidewalks will be permeable pavement."
[Storm Report; Pg 14 of 164]
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Revise-How is Pioneer Frontage going to be treated for water quality? (Over-detaining is not treatment methodolgy.)
[Storm Report; Pg 14 of 164]
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As previously mentioned, provide a backwater analysis of the Pioneer Avenue conveyance system as outlined in City Standards Section 204.3 considering the tailwater elevation (OHWM) of the Pioneer Avenue north ditch. The analysis shall include runoff from onsite (developed conditions) and offsite (existing conditions) basins tributary to the discharge location.
[Storm Report; Pg 15 of 164]
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Dedication of new ROW is required along Shaw Road and Pioneer frontages. Revise accordingly.
[Storm Report; Pg 15 of 164].
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Add: "A Stormwater Maintenance Agreement will be recorded at the time of Occupancy in accordance with City Standards."
[Storm Report; Pg 15 of 164]
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The applicant will be required to post a financial guarantee in accordance with PMC 21.10.160.
[Storm Report; Pg 16 of 164].
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Coordinate this sheet with the review comments associated with the CFG application.
[Storm Report; Pg 23 of 164].
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Coordinate these sheets with the review comments associated with the CFG application.
[Storm Report; Pg 24 of 164].
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Coordinate storm sheets with the review comments associated with the civil plans.
[Storm Report; Pg 29 of 164].
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The Basin Map should reflect the overall 'common plan of development' to ensure adequate storm facilities are constructed and site discharge compliance... that includes both Phase 1 and Phase 2. Revise accordingly.
[Storm Report; Pg 34 of 164]
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Provide a surface area breakdown by phase and basin name. For example, PH1 MF Roof area = ______sf (ac). Provide a total for each basin breakdown. Also, include the frontage bypass basins.
[Storm Report; Pg 34 of 164]
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Identify the Pioneer Frontage Basin.
[Storm Report; Pg 34 of 164]
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Identify the Shaw Rd Frontage Basin.
[Storm Report; Pg 34 of 164]
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Identify the Phase I and Phase II basins.
[Storm Report; Pg 34 of 164]
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Clarify-The civil plans appear to show this area being bypassed.
[Storm Report; Pg 34 of 164]
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Per prior comment, include the groundwater monitoring results associated with Monitoring Wells #1 and #2 in the geotechnical section.
[Storm Report; Pg 35 of 164]
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Provide the referenced Table 1 for completeness.
[Storm Report; Pg 88 of 164].
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Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[Storm Report; Pg 95 of 164]
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Provide R-Tank O&M information.
[Storm Report; Pg 95 of 164]
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Sizing calculations for the existing storm facility serving the properties south of the project has been deferred to Phase 2. It is the applicant's responsibility to ensure the replacement facility complies with the original design constraints and does not conflict with the proposed improvements.
[Storm Report; Pg 111 of 164]
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Does not agree with Table 1. Also, the pre-developed condition should include the disturbed areas for both Phase 1 and Phase 2 (common plan of development), and the frontage bypass basins.
[Storm Report; Pg 113 of 164]
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The developed area should be broken into the individual subbasins (commercial and multi-family (including the Phase 2 improvements)) to reflect each basin's surface area types and verify the specific vault and control structure sizing of each.
[Storm Report; Pg 114 of 164]
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Does not agree with Table 1.
Storm Report; Pg 114 of 164]
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Include both the Shaw Road and Pioneer Way frontages in the bypass basin(s) (common plan of development).
[Storm Report; Pg 115 of 164]
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See comments on Mitigated Basin Data sheet, Pg 114 of 164. Revise accordingly.
[Storm Report; Pg 117 of 164]
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Civil plans callout a riser height of 1.23ft for RT1. Revise calculations to reflect the actual control risers being used for each subasin.
[Storm Report; Pg 117 of 164]
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Civil plans callout RT1 height of 3.35ft and available storage depth of 4.1ft (4.6ft of storage minus 6in of sediment storage = 4.1ft). Revise calculations to reflect the actual vaults (RTanks) being used for each subasin.
[Storm Report; Pg 117 of 164]
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For the multi-family basin, provide calculations of available storage associated with the detention pipe.
[Storm Report; Pg 117 of 164]
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Ensure that the detention facilities have accounted for 6in of sediment storage per Ecology's requirements.
[Storm Report; Pg 117 of 164]
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As mentioned previously, in addition to the Stream Duration curves above, provide the LID Duration curves to ensure compliance with the LID Performance Standard.
[Storm Report; Pg 119 of 164]
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As mentioned previously, this output does not agree with the LID Duration curves. Provide the LID Duration curves to ensure compliance with the LID Performance Standard.
[Storm Report; Pg 129 of 164]
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Depending on the outcome of the LID analysis (duration curves indicate "fail"), the project will have to increase the detention facilities to meet the LID Performance Standard or choose the MR5 List option.
[Storm Report; Pg 129 of 164]
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See Document Markup
See comments on Predeveloped Basin Data sheet, Pg 113 of 164.
[Storm Report; Pg 131 of 164]
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See Document Markup
Break the onsite basin into the individual subasins (commercial and multi-family) to ensure the vaults and control structures are correctly sized for each. The WWHM modeling should reflect both Phase 1 and Phase 2 improvements (common plan of development).
[Storm Report; Pg 132 of 164]
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See Document Markup
RM-20.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate address below Vicinity Map and add an abbreviated legal description below the title (1/4-section, Sec., Twp., Rng.)
[Plans C-1; Pg 1 of 45]
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See Document Markup
Provide frontage improvement plans for Phase 1. (Per conversation w/ JMcInnis 07/19/23 frontage improvements will be a separate civil application). [Plans C-1; Pg 1 of 45]
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See Document Markup
Add: Phase 1 to title.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate Vicinity Map in lower right-hand corner per CS Section 2.1.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Locate approval block in upper right-hand corner, all sheets, per CS Section 2.1.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Place North arrow correctly.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Augment the Construction Sequence-See example.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout earthwork quantities (cut/fill).
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout the following information on all plan sheets:
Shaw Road // Pioneer Way // Show ROW lines and distance from centerline.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Callout the trash enclosure locations and provide detail(s). Reference City Standards 208.1 for requirements.
[Plans C-1; Pg 1 of 45]
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See Document Markup
Per City Standards Section 1.8 provide a landscape plan with a utility overlay (water, sewer, storm) and ensure no trees are located within 10ft of utility equipment (meters, hydrants, CBs, etc).
[Plans C-1; Pg 1 of 45]
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See Document Markup
Coordinate this sheet with the review comments associated with the CFG application PRGR20230972.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Place North arrow correctly.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Locate approval block in upper right-hand corner.
[Plans C-2; Pg 2 of 45]
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See Document Markup
Verify-C4?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-C5?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout stationing of approach centerline along Shaw Road.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout drive aisle width.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide detail.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Add: "(Typical)".
[Plans C-3; Pg 3 of 45]
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See Document Markup
How is this area being captured for detention? If bypassed, revise basin exhibit in the storm report.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide auto-turn analysis for the largest anticipated vehicle that would access the site to ensure adequate radii an dimensioning. Coordinate with Shaw Road frontage plans.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-The rim is called out to be approx. 7ft below TC?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate pipe alignment with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coordinate structure reqt's with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-is one curb inlet adequate for the tributary area?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide spot elevations at corners of raised crosswalk.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coord IE with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Verify-SDCB?
[Plans C-3; Pg 3 of 45]
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See Document Markup
Coord IE with Sht C7.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Readability.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C6?
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C3?
[Plans C-4; Pg 4 of 45]
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See Document Markup
Clarify-curb inlets? Provide detail how this functions.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate BC with CB Rim elev.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Readability.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Identify contour within paving area (Typ).
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Show High Point Break Line.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-4; Pg 4 of 45]
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See Document Markup
Verify-C3?
[Plans C-5; Pg 5 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-5; Pg 5 of 45]
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|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate IE with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Identify contours w/in the drive aisle (Typ).
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Verify-C6?
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Coordinate structure info with Sht C9.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Verify-C4?.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Callout radii of internal drive aisles and aisle widths. Or, show on a "dimensioning plan" sheet.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C8.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Also identify existing contours as well the proposed contours.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Verify-C5?.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate IE with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Coordinate structure info with Sht C10.
[Plans C-6; Pg 6 of 45]
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See Document Markup
Verify-C8?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-4/C18?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout R-Tank IE.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-C9?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-1/C18?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Per prior comment, storm pipe downstream of the control structure is a conveyance pipe subject to City Stds (size, slope, etc.). Conveyance pipes that do not meet standards must be approved by the City Engineer via the Alternative Methods Request (AMR) process.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout IE.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Top of CB is below detention water surface elevation. Also, Sht C3 indicates the rim is 7ft below top of curb. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Min. 1ft of cover on DI pipe.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Min. 1ft of cover on DI pipe.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-bottom of vault at 68.63, so 0% slope is not correct.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Changes in direction require CB.
[Plans C-7; Pg 7 of 45]
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See Document Markup
SDMH...callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide structure information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Not acceptable to use the FC structure as a catch basin...single-use structure per City Standards.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify rim elevation...6ft riser + 05ft clear above top of riser results in an elevation of 74.5 to underside of the control structure.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-36in called out on Sht 29 of 45.
[Plans C-7; Pg 7 of 45]
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See Document Markup
WWHM calculations callout a riser height of 6ft. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
WWHM calculations callout a riser height of 6ft. Revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify rim elevation...6ft riser + 05ft clear above top of riser results in an elevation of 74.5 to underside of the control structure.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Outlet.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide structure information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Clarify-to be provided with Phase 2?
[Plans C-7; Pg 7 of 45]
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See Document Markup
Clarify-there is no existing MH at this location.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Verify-based on ARG survey, this elevation is approx. 4ft below the storm conveyance system located at the intersection.
[Plans C-7; Pg 7 of 45]
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See Document Markup
City Standards require 0.5% min pipe slope.
[Plans C-7; Pg 7 of 45]
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See Document Markup
City Standards require 0.5% min pipe slope.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Callout 2ft min clearance to water line.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Readability.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Storm-Water conflict...revise accordingly.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide an "Overall" storm sheet showing the storm alignments.
[Plans C-7; Pg 7 of 45]
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See Document Markup
NOTE: Shaw Road approach exceeds 5000sf of bypass PGHS and must be treated prior to discharge to the public conveyance system.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide utility crossing information.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Add Placeholder: "See Frontage Improvement Plans, Application ______".
[Plans C-7; Pg 7 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-7; Pg 7 of 45]
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See Document Markup
Provide utility crossing information.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-8; Pg 8 of 45]
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|
See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-8; Pg 8 of 45]
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|
See Document Markup
Add Placeholder: "See Frontage Improvement Plans, Application ______".
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-C7?
[Plans C-8; Pg 8 of 45]
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See Document Markup
Provide structure information.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
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|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
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See Document Markup
Verify-bottom of vault at 68.63, so 0% slope is not correct.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Callout R-Tank IE.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-36in called out on Sht 35 of 45.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-C10?
[Plans C-8; Pg 8 of 45]
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See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
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|
See Document Markup
Callout diameter and lid type.
[Plans C-8; Pg 8 of 45]
|
|
|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
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|
See Document Markup
Confirm-Type 2 CB or manhole?
[Plans C-8; Pg 8 of 45]
|
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See Document Markup
Verify-This is 4ft lower than the discharge main.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-IE does not agree with pipe slope (0.84%).
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-This is 4ft lower than the discharge main.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Callout diameter.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Callout diameter.
[Plans C-8; Pg 8 of 45]
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See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water).
[Plans C-8; Pg 8 of 45]
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See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water).
[Plans C-8; Pg 8 of 45]
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See Document Markup
Verify-C8?
[Plans C-10; Pg 10 of 45]
|
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|
See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Callout R-Tank IE.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-10; Pg 10 of 45]
|
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|
See Document Markup
Callout diameter.
[Plans C-10; Pg 10 of 45]
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|
See Document Markup
Verify-12in called out on Sht 41 of 45.
[Plans C-10; Pg 10 of 45]
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See Document Markup
Verify-C9?
[Plans C-10; Pg 10 of 45]
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See Document Markup
Readability.
[Plans C-10; Pg 10 of 45]
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|
See Document Markup
Callout diameter.
[Plans C-10; Pg 10 of 45]
|
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|
See Document Markup
Identify existing and proposed contours.
[Plans C-10; Pg 10 of 45]
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|
See Document Markup
Callout that the existing storm facility will be remediated during Phase 2.
[Plans C-10; Pg 10 of 45]
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See Document Markup
Provide an "Overall" sheet for water and sewer showing alignments. (Okay to combine water and sewer on one sheet, if desired).
[Plans C-11; Pg 11 of 45]
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See Document Markup
Clarify proposed tenant spaces. Any space involved with food preparation requires an external grease interceptor. If tenancy is unknown, it may be in the project's best interest to install a grease interceptor at this time rather than at time of Tenant Improvement.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
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|
See Document Markup
Provide utility crossing information.
[Plans C-11; Pg 11 of 45]
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|
See Document Markup
Coordinate pipe slope with existing elevations from the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
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|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-11; Pg 11 of 45]
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|
See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Callout "existing".
[Plans C-11; Pg 11 of 45]
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See Document Markup
Callout "existing".
[Plans C-11; Pg 11 of 45]
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See Document Markup
Ductile Iron per Record Dwgs.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Verify-Record Dwgs indicate this connection as a simple tie-in to an existing stub and no structure.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Coordinate pipe run with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
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See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-11; Pg 11 of 45]
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|
See Document Markup
East Side Sewer?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Verify-C12?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Provide 10ft of horizontal separation btwn water and sewer or encase sewer in accordance with Std Detail 03.01.03-1&2.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Verify-C13?
[Plans C-11; Pg 11 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-C11?
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout east and south pipes.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Clarify what is supposed to be happening here?
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Revise IEs to reflect downstream system.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
North IE = 69.08. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is below the downstream outlet pipe. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is below the downstream outlet pipe. Revise accordingly.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is higher than the side sewer IE.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-IE is higher than the side sewer IE.
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-12; Pg 12 of 45]
|
|
|
See Document Markup
Verify-C11?
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Callout diameter.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Callout stub.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Readability.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-13; Pg 13 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Note: See Fire Code Official's comments regarding hydrant and FDC locations. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Specify meter size.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Confirm-Callout info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Standards require meters to be located at the ROW. Meter locations shall be subject to approval of the Water Dept. (Typ)
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout 2ft min clearance to storm line.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-C16?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Identify the storm system background (typ).
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout DCVA.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-90 bend.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-two valves shown.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-are two valves necessary at this location?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-cutting-in new valve?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout pipe run.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout hydrant assembly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-is valve necessary?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Water-Storm Vault conflict...revise accordingly.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-leader location.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout pipe run.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
See comment on Sht C11 regarding separation between water and sewer.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-C15?
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-Cross (MJxMJxMJxFL).
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Provide 3ft clear zone and level area all around hydrant.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Clarify-hydrant port direction.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Provide utility crossing information.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Note: See Fire Code Official's comments regarding hydrant and FDC locations. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-C14?
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-C17?
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
City Stds require tapping sleeve for new connections to existing mains. Revise accordingly.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-valve location.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-leader location.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-two valves shown.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-14; Pg 14 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Rotate hydrant to face drive aisle.
[Plans C-15; Pg 15 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-C14?
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-C17?
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Clarify-if main jogs, callout fitting info.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-16; Pg 16 of 45]
|
|
|
See Document Markup
Add Fire Code Official approval block to the Water plan sheets. (Ref. City Stds Section 1.4.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Show proposed sewer backgrounds.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Indicate valve locations.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Note: If any buildings require a fire system pump, the FDC shall connect to the downstream (discharge) side of the pump outlet.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-C16?
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-C15?
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Verify-detail reference.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Specify meter size and callout DCVA.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Clarify.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
FDC must be located within 10ft-15ft of a hydrant. Also, the FDC is routed thru the DDCVA unless using a pump.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout fitting, type, valve, and thrust block.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Max hydrant run is 20ft. Use 8in branch line to supply hydrant lead as shown. Callout fitting info.
[Plans C-17; Pg 17 of 45]
|
|
|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate Profile Reference w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
There are two water pipes crossing the profile.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Callout 12in min clear to storm.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate IE w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-36in detention pipe called out on Page 11 of storm report.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate Profile Reference w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate structure information w Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
At structures confirm whether Type 2 CB or Type 2 manhole used. Also, callout diameter and lid information.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
If crossing is less than 12in, provide Etha Foam sheet per attached.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-pipe material callout.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Callout watermain.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Coordinate structure information w review comments on Sht C7.
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-SDR?
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-SDR?
[Plans C-18; Pg 18 of 45]
|
|
|
See Document Markup
Verify-SDR?
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-10; Pg 10 of 45]
|
|
|
See Document Markup
Coordinate structure info with Sht C9.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Coordinate structure info with Sht C9.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Show and callout structure.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Confirm-is the intent to show this profile continuing to the R-Tank?
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout IE.
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout structure information (4 plcs).
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Callout pipe information (4 plcs).
[Plans C-19; Pg 19 of 45]
|
|
|
See Document Markup
Show Water Crossings.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate pipe run with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate existing elevations with the Record Dwgs associated with Permit E-21-0426.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
North Side Sewer?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Ductile Iron per Record Dwgs.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout "existing".
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Verify-Record Dwgs indicate this connection as a simple tie-in to an existing stub and no structure.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Verify-24in?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate IE with Sht C12.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Coordinate IE with Sht C12.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Verify-4?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Storm drain crosses in two places.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Callout structure diameters (typ).
[Plans C-20; Pg 20 of 45
|
|
|
See Document Markup
Callout east and north pipes.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
These IEs are below the outlet.
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Clarify-what is this pipe serving?
[Plans C-20; Pg 20 of 45]
|
|
|
See Document Markup
Note: Details marked with a red X are not relevant to this application. EoR's discretion whether to remove from the planset or not.
[Plans C-21; Pg 21 of 45]
|
|
|
See Document Markup
Add City Std Detail 01.02.10.
[Plans C-21; Pg 21 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-21; Pg 21 of 45]
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See Document Markup
Provide a separate detail of the control riser with relevant information or callout on the city detail. Include notch info.
[Plans C-22; Pg 22 of 45]
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See Document Markup
Add City Std Details: 01.02.08a // 02.01.05 // 02.02.01 // 02.02.03.
[Plans C-22; Pg 22 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-22; Pg 22 of 45]
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See Document Markup
Add City Std Detail 04.03.04 // 04.06.01 (as applicable) // 04.06.02 (as applicable).
[Plans C-23; Pg 23 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-23; Pg 23 of 45]
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See Document Markup
Add City Std Detail 03.04.01 // 03.11.01.
[Plans C-24; Pg 24 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-24; Pg 24 of 45]
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See Document Markup
Place with Details 1&2/C24.
[Plans C-25; Pg 25 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-25; Pg 25 of 45]
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See Document Markup
Add City Std Detail 06.01.01 // 06.01.02 // 06.01.03 // 06.01.04.
[Plans C-26; Pg 26 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-26; Pg 26 of 45]
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See Document Markup
Design for the 2yr release rate.
[Plans C-27; Pg 27 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-27; Pg 27 of 45]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-28; Pg 28 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-28; Pg 28 of 45]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-28; Pg 28 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Verify-12in called out on Sht 7 of 45.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-29; Pg 29 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-31; Pg 30 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-31; Pg 30 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-30; Pg 30 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-30; Pg 30 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-30; Pg 30 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-30; Pg 30 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-30; Pg 30 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-32; Pg 31 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-32; Pg 31 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-33; Pg 32 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-33; Pg 32 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-34; Pg 33 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-34; Pg 33 of 45]
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See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-34; Pg 33 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-35; Pg 34 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-35; Pg 34 of 45]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-35; Pg 34 of 45]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-35; Pg 34 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-36; Pg 35 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Verify-24in called out on Sht 8 of 45.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-36; Pg 35 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-37; Pg 36 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-37; Pg 36 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-38; Pg 37 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-38; Pg 37 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-39; Pg 38 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-39; Pg 38 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-40; Pg 39 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-40; Pg 39 of 45]
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See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-40; Pg 39 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-41; Pg 40 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-41; Pg 40 of 45]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements for material, installation, and protection; and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-41; Pg 40 of 45]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-41; Pg 40 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-42; Pg 41 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Verify-24in called out on Sht 10 of 45.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Provide the 2yr and 10yr, water surface elevations.
[Plans C-42; Pg 41 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-43; Pg 42 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Verify-that this minimum cover is adequate to support EV Outrigger load of 23,000lb point load anywhere on RTank; as well as HS20 loading.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Due to high groundwater, use impermeable synthetic liner.
[Plans C-43; Pg 42 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-44; Pg 43 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-44; Pg 43 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-45; Pg 44 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-45; Pg 44 of 45]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-46; Pg 45 of 45]
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See Document Markup
NOTE: Sheet sequencing changed.
[Plans C-46; Pg 45 of 45]
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See Document Markup
Due to high groundwater, specify synthetic impermeable liner.
[Plans C-46; Pg 45 of 45]
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See Document Markup
Show locations of the roof drain connection to the storm system.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Provide ductile iron pipe for any storm conveyance with less than 3ft of cover.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Provide utility crossing information.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Delineate the regulated floodplain on the plan.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Verify-C7?
[Plans C-9; Pg 9 of 45]
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See Document Markup
Verify-C10?
[Plans C-9; Pg 9 of 45]
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See Document Markup
Callout R-Tank IE.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Match inverts.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Verify pipe slope.
[Plans C-9; Pg 9 of 45]
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See Document Markup
1ft min. cover required. Revise accordingly.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Callout pipe information.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Type 2 req'd. Callout diameter. If this is to be a manhole, callout diameter and lid info.
[Plans C-9; Pg 9 of 45]
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See Document Markup
Submit Traffic Signal Plans with Shaw Road frontage improvement plans along with channelization and signage.
[Signal TS-01; Sht 1 of 5]
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See Document Markup
Per City Standards Section 1.8 provide a landscape plan with a utility overlay (water, sewer, storm) and ensure no trees are located within 10ft of utility equipment (meters, hydrants, CBs, etc).
[Landscape L1.0; Pg 1 of 10]
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See Document Markup
Coordinate CSWPPP with the review comments associated with the CFG application PRGR20230972.
[CSWPPP; Pg 1 of 14]
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See Document Markup
Prior to Occupancy, submit a DRAFT version of the City's Stormwater Management Facilities Agreement with an O&M manual using the maintenance activities described in the City's Stormwater Site Management Plan. The agreement shall be recorded with the Pierce County Auditors Office.
[O&M Manual; Pg 1 of 25]
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See Document Markup
Provide R-Tank O&M information.
[O&M Manual; Pg 1 of 25]
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See Document Markup
Clarify-how is this area (backslope btwn El. 74 and ROW) being conveyed to the detention system? Its not included in the bypass basin.
[Storm Report; Pg 34 of 164]
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See Document Markup
Clarify-how is this area (backslope btwn El. 76 and ROW) being conveyed to the detention system? Its not included in the bypass basin.
[Plans C-5; Pg 5 of 45]
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See Document Markup
Clarify-how is this area (backslope btwn El. 74 and ROW) being conveyed to the detention system? Its not part of the bypass basin contained in the storm report.
[Plans C-3; Pg 3 of 45]
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See Document Markup
Clarify-how is this area (backslope btwn El. 76 and ROW) being conveyed to the detention system? Its not part of the bypass basin contained in the storm report.
[Plans C-5; Pg 5 of 45]
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See Document Markup
NOTE TO ENGR: This is an existing 54in inside drop structure. If two additional pipes will enter the structure as shown, provide a plan view of the interior of the structure indicating the location of the access rungs in relation to the pipe inlets, the clearances between the drops at the inlets, and the clearances at the bottom of the structure. Ensure adequate access for maintenance. It may be better to use outside drops or revise the new sewer alignment to make the tie-in elsewhere.
[Plans C-11; Pg 11 of 45]
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Fire Review
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Failed
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09/05/2023
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07/11/2023
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Other/Miscellaneous
1. The water plans are different then what was originally drawn on preliminary site plan. Apply previous notes to Civils. Email on 2/7/23 from Phil Becker acknowledging these requirements and provided a site plan with new layout.
2. Do not block Fire Hydrants, or F.D.C's with parking stalls. Move all blocked Fire Hydrants, and F.D.C's into parking islands.
3. All F.D.C's are required to be within 10-15' of a Fire Hydrant.
4. Provide fire turn-around dimensions and radiuses.
5. Provide all fire lane widths and radiuses. All fire lanes are required to be 26' wide.
6. Provide auto-turn analysis.
7. Provide Riser Room locations with direct access to side walk.
8. Provide Fire Lane / No Parking Sign layout with painted curbs. Temporary Fire Truck turn-around will require No Parking Signs and painted curb.
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Other/Miscellaneous
Complete previous corrections. Items that were acknowledged in correction letter are not reflected on the plans.
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