| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering Civil Review
|
Approved
|
11/05/2024
|
10/15/2024
|
|
|
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 94 of 96]
|
|
|
See Document Markup
Resolve per MH email to JMJ dated 9/25/24.
[Storm Report; Pg 9 of 124]
|
|
|
See Document Markup
These conventional paving areas are considered 'replaced hard surface areas'. Utility trenching for this project is part of the overall project scope (not standalone exempt utility work) and must be included in the project thresholds.
[Storm Report; Pg 10 of 124]
|
|
|
See Document Markup
Identify:
1) permeable paving area and square footage;
2) roof area tributary to detention and square footage;
3) bypass roof area and square footage;
4) conventional paving area and square footage;
5) square footage of landscape area.
[Storm Report; Pg 10 of 124]
|
|
|
See Document Markup
Show this bypass area on the Proposed Coverage (basin?) exhibit.
[Storm Report; Pg 15 of 124]
|
|
|
See Document Markup
Clarify-It is unclear what portion of roof is affected and the amount of square footage.
[Storm Report; Pg 15 of 124]
|
|
|
See Document Markup
Revise-"from the paved areas" or something similar, since the roof runoff is being conveyed to the EcoRain system.
[Storm Report; Pg 17 of 124]
|
|
|
See Document Markup
Add-"from the primary drive aisles on the south and east sides of the project".
[Storm Report; Pg 17 of 124]
|
|
|
See Document Markup
It appears that the utility trenching and concrete pavement replacement is not included as run-on to the permeable pavement or within the Bypass basin?
[Storm Report; Pg 41 of 124]
|
|
|
See Document Markup
It appears that this quantity does not include the utility trenching and concrete pavement replacement.
[Storm Report; Pg 43 of 124]
|
|
|
See Document Markup
FYI only...orifice located below top of outlet pipe.
[Storm Report; Pg 46 of 124]
|
|
|
See Document Markup
It appears that the utility trenching and concrete pavement replacement is not included as run-on to the permeable pavement or within the Bypass basin?
[Storm Report; Pg 62 of 124]
|
|
|
See Document Markup
Remove engineering approval block.
[Landscape Plan; Sheet L-01]
|
|
|
See Document Markup
Revise-"NGVD29+3.48".
[Plans; Sheet C1-301]
|
|
|
See Document Markup
Based on the approximate disturbed areas noted:
Building and Parking = 48,105sf
Grass Area = 9,825sf
Asphalt Trenching = 3,387sf
Concrete Replace = 2,996sf
Total Area Disturbed = 64,313sf
|
|
|
See Document Markup
Based on the approximate disturbed areas noted:
Replaced Hard Surface = 54,488sf
Replaced PGHS = 45,656sf
|
|
|
See Document Markup
Please revise to read: "10ft (min) - 15ft (max)".
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Verify-Type I called out on C4-103.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
As mentioned on the prior review, it appears that the permeable pavement section will overflow at the SE corner, which is the low point, before Detail C/C4-202 goes into overflow (El. 37.01 vs El. 37.09.) Also, see MHigginson email dated 9-26-24.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
"DI" .
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Add-"Control Structure" and callout solid lid.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
10in on plan view.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
City Stds requires 1ft min cover (1in is specified here). Revise pipe slope and/or depth as necessary.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Per prior comment-Provide pipe info on profile also.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Revise inlet as necessary to provide min. cover.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
See comments on profile.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Verify-In?
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Match IE (per standards) w/ exist'g...IE 34.31.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Revise.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Verify-In?
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Match IE (per standards) w/ exist'g...IE 34.31.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Verify-Type II called out on C4-101. If Type II, callout diameter and lid type on this plan also.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Callout solid lid.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Callout solid lid.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
See comments on plan above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
See comments on plan above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Revise per comments above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Please callout a min. of 5in below the underdrain for clarity...(Ecology only recognizes the depth below the perforations of the underdrain for storage within the reservoir course.)
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Per conversation with Justin on 9/26, by the time the reservoir course is in overflow (El. 37.09 per detail), water is already spilling out at the SE corner of the project (El. 37.01). As an option, see example right and comments on Sht C4-101.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Per conversation with Justin on 9/26, does this design allow the 6in overflow drain to keep up when the entire perm pavement area goes into overflow? See example right and comments on Sht C4-101.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
FYI only...orifice located below top of outlet pipe.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Clarify?
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Clarify?
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Per prior comment-Callout Sampling Connection per Std Detail 04.03.04.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Adjust slope to provide 0.1ft drop across structure per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Per prior comment-Ref Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Please add dimension btwn FDC and FH to read: "10ft (min) - 15ft (max)".
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Per prior comment: Add-thrust block.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Per prior comment: Add-thrust block.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Per prior comment-Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout 10ft min to 15ft max distance btwn FDC and FH.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Add City Standard Details:
03.02.01-2 // 03.02.01-3 // 03.10.03 // 03.11.01.
[Plans; Sheet C6-202]
|
|
Fire Review
|
Approved
|
11/05/2024
|
10/15/2024
|
|
|
|
|
Public Works Water Review
|
Approved
|
11/05/2024
|
10/11/2024
|
|
|
|
|
|
See Document Markup
Civil C2-302: There is an existing domestic sample station that will be abandoned, and will need to be added to the new construction.
|
|
Engineering Storm Review
|
VOID
|
11/05/2024
|
10/08/2024
|
|
|
|
|
Public Works Streets Review
|
VOID
|
11/05/2024
|
10/08/2024
|
|
|
|
|
Public Works Collection Review
|
VOID
|
11/05/2024
|
10/08/2024
|
|
|
|
|
Engineering Traffic Review
|
VOID
|
11/05/2024
|
10/08/2024
|
|
|
|
|
Planning Review
|
Approved
|
11/05/2024
|
10/08/2024
|
|
|
|
|
Engineering Civil Review
|
Failed
|
10/22/2024
|
10/02/2024
|
|
|
|
|
|
See Document Markup
Provide a small-scale PIT test to determine infiltration feasibility. [geotech, pg 17]
|
|
|
See Document Markup
Provide continuous groundwater monitoring data during the wet season (December 21st- April 1st) [geotech, pg 27]
|
|
|
See Document Markup
Provide conversion to NAVD 88 Datum. [civils, pg 1]
|
|
|
See Document Markup
Add the infiltration testing report to the geotech report document. It's not intuitive to look in the drainage report for geotechnical testing. [drainage report, pg 17]
|
|
|
See Document Markup
Add that this is sheet C1-201. [civils, pg 6]
|
|
|
See Document Markup
Provide a detail for the proposed swale. [civils, pg 9]
|
|
|
See Document Markup
Provide a detail for the proposed baffle tank. [civils, pg 10]
|
|
|
See Document Markup
Show utility hatch that this line is to be removed. [civils, pg 12]
|
|
|
See Document Markup
Show proposed concrete in darker hatch. [civils, pg 15]
|
|
|
See Document Markup
Replace with city standard flow control manhole 02.01.06 or 02.01.07 and provide orifices and elevations. [civils, pg 19]
|
|
|
See Document Markup
-Provide EcoRain manufacturer's literature and include in the storm report. Information should include at a minimum:
1) storage volume per unit;
2) cleanout/maintenance and inspection port req'ts;
3) O&M req'ts
4) geotextile req'ts;
5) construction req'ts (excavation, backfill, cover, ventilation, etc.)
[Storm Report; Pg 1 of 62]
|
|
|
See Document Markup
-Provide grease interceptor calculations and include in the storm report as an appendix.
[Storm Report; Pg 1 of 62]
|
|
|
See Document Markup
Verify- TPN 0420331121.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Please revise to "vacated 5th Street SE".
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Provide basin exhibits indicating the Existing Conditions and Proposed Conditions outlined in the table.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-Sheet C2-301 indicates approximately 63,965sf of disturbed area.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-Sheet C2-301 indicates approximately 54,100sf of hard surface area.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
See comment(s) on the Area Coverage Table below.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
See comment(s) on the Area Coverage Table on Page 8 of 62.
[Storm Report; Pg 9 of 62]
|
|
|
See Document Markup
Please revise to "vacated 5th Street SE".
[Storm Report; Pg 10 of 62]
|
|
|
See Document Markup
Provide evidence of wet-season (Dec 1 thru Apr 1) high groundwater elevation as required by the Ecology Manual. If project timelines do not allow wet-season monitoring prior to anticipated start of construction, provide a financial security (Assignment-of-funds or Bond) in the amount of $7,500.00 that guarantees monitoring during the upcoming wet-season.
[Storm Report; Pg 10 of 62]
|
|
|
See Document Markup
FYI Only-permeable pavement could be found to be infeasible (if desired) since the proposed project will be replacing existing impervious surfaces. Per Ecology infeasibility criteria: "Where replacing existing impervious surfaces, unless the existing surface is a non-pollution generating surface over outwash soil with a measured initial saturated infiltration rate of 4 inches per hour or greater."
[Storm Report; Pg 11 of 62]
|
|
|
See Document Markup
Clarify-cannot find this in the WWHM calculations. In addition, Ecology does not recommend run-on from up-gradient PGIS without conditions.
[Storm Report; Pg 12 of 62]
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
Clarify-how does the Fair prevent the NPGHS area from being accessed by motor vehicles and creating a pollution generating surface?
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
Is there a reason the sand layer does not extend to the perimeter of the permeable pavement section...particularly due to the run-on from the upgradient PGHS area.
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
"Vault" or "facility"?
[Storm Report; Pg 15 of 62]
|
|
|
See Document Markup
Verify-acre feet?
[Storm Report; Pg 15 of 62]
|
|
|
See Document Markup
Clarify-what was the date of the PIT testing? City Standards require wet season testing.
[Storm Report; Pg 20 of 62]
|
|
|
See Document Markup
Clarify:
Total Disturbed Area = 60,635sf = 1.39ac
Less Building Roof = 14,460sf = <0.332ac>
Less Permeable AC Pvmt = 29,359sf = <.674ac>
Less Vegetation Area = 9,770sf = <0.22ac>
Remaining Balance Not Accounted for = 0.164ac (7,144sf)...
...which appears to be the replaced impervious concrete pavement (Detail C/C3-301), is pollution generating, and must comply with MR5, MR6, and MR7.
[Storm Report; Pg 39 of 62]
|
|
|
See Document Markup
Verify-Section B/C3-301 indicates 3 inch wearing course.
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Provide supporting structural calculations confirming the proposed permeable pavement cross-section will support HS-20 loading (min).
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Verify-Per Ecology BMP T5.15, typical void space for the wearing course is 16%-25%.
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Verify-Section MR5, Permeable Pavement states there is a 1-acre lateral flow basin tributary to the permeable pavement.
[Storm Report; Pg 57 of 62]
|
|
|
See Document Markup
Include geotechnical study in the Storm Report.
[Geotechnical Study; Pg 1 of 37]
|
|
|
See Document Markup
Provide wet-season (Dec 1 thru Apr 1) high groundwater elevation as required by the Ecology Manual. If project timelines do not allow wet-season monitoring prior to anticipated start of construction, provide a financial security (Assignment-of-funds or Bond) in the amount of $7,500.00 that guarantees monitoring during the upcoming wet-season.
[Geotechnical Study; Pg 1 of 37]
|
|
|
See Document Markup
Per City Standards, Section 1.8(4), plans shall be based on the NAVD88 datum. Per conversation with JMJ (Justin), elevations will be corrected on the Record Drawings.
[Plans; Sheet C1-001]
|
|
|
See Document Markup
Use current City Standard Stormwater Notes. See City Standardss, Section 207.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Also include City Standard Section 406 Testing Requirements.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Also include City Standard Section 209 Testing and Inspection.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Reorient sheet to read correctly.
[Plans; Sheet C1-201]
|
|
|
See Document Markup
Per City Standards, Section 1.8(4), plans shall be based on the NAVD88 datum. Per conversation with JMJ (Justin), elevations will be corrected on the Record Drawings.
[Plans; Sheet C1-202]
|
|
|
See Document Markup
Verify-CN 1.
[Plans; Sheet C2-101
|
|
|
See Document Markup
See comment in Storm Report, Page 8 of 62.
[Plans; Sheet C2-301]
|
|
|
See Document Markup
Clarify-what is happening with the existing storm line here.
[Plans; Sheet C2-302]
|
|
|
See Document Markup
Clarify this shaded area.
[Plans; Sheet C2-304]
|
|
|
See Document Markup
DDCVA.
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Callout 10ft (min) - 15ft (max) separation btwn FH and FDC.
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Hilite the location of the geotextile (sim to Details D and E below. Also, on the sand layer side.
[Plans; Sheet C3-301]
|
|
|
See Document Markup
POROUS PAVEMENT SUBGRADE PREPARATION NOTES??????? ???????? ??????? ?? ?????? ????????? ???? ??? ??????? ?? ?? ?????????
2.Prepare the subgrade in accordance with the geotechnical engineer’s requirements and the following:???????????? ?? ????? ???????? ????? ????? ??????????? ????? ?? ??????? ????????? ?????????? ?? ?????????? ??? ?????????? ??? ???????? ?? ?? ???????????? ???????? ????????? ??????????? ?? ???????? ????? ??? ????? ???????? ?? ?????? ???? ????? ???????????
4.Grading to final subgrade elevation shall be completed by machinery operation on the intermediate subgrade level or outside of the porous fill/pavement prism.????? ?????????? ????? ????? ??? ???? ?? ?? ??? ?? ?????????? ?? ?????? ??????? ??? ????????? ?????? ?? ?? ????????? ??? ????????? ?? ?????? ?? ?????? ??? ????? ???????? ?? ? ??????? ????? ??? ?????????? ????? ??????? ??? ???????? ???? ??????????????? ?? ??????? ????? ??????? ?? ????? ??????? ??????????? ???????? ?? ??? ???????????? ???????? ??? ?????
6.Areas determined to be overly compacted in the opinion of the Engineer, Geotechnical Engineer, or City, shall be scarified by the contractor to a depth agreed upon by the Engineer, Geotechnical Engineer, and City.??????? ?? ????????? ????? ?????????? ?????? ?????????? ?? ????? ????? ?? ?????????????? ?? ???? ??????? ??? ???????? ???? ?????????? ??? ????????? ????????
8.Approved porous fill materials shall be back-dumped onto the subgrade from the edge of the installation and pushed out onto the subgrade.???????? ????? ???? ????????? ?????????? ????? ?? ??? ?? ??? ?????????? ????????????? ???????? ?? ??? ???????????? ???????????
10.Final compaction shall be verified by the Geotechnical Engineer. ??????? ????? ???? ?
|
|
|
See Document Markup
Please add the following notes:
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Is there a reason the sand layer does not extend to the perimeter of the permeable pavement section...particularly due to the run-on from the upgradient PGHS area.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Clarify-how does the Fair prevent the NPGHS area from being accessed by motor vehicles and creating a pollution generating surface?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Please add-"See Porous Pavement Subgrade Preparation Notes on Sheet C3-301."
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe info (mat'l, slope, length).
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cleanout and callout Rim and IE.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Clarify-what is happening with the existing storm line here.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide inspection ports in accordance with City Standards 202.2(3)c.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cross-section through this area; provide check dam detail; provide overflow detail and identify location in the section.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cleanout at tee.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Verify-IE places the top of pipe into the wearing course.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Is an overflow (low points) warranted along these perimeters?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Ductile Iron due to shallow bury.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide EcoRain manufacturer's literature and include in the storm report. See comments in the storm report.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cross-section thru the facility and include the following info:
-Surface elevation
-Top of tank elevation
-Bottom of tank elevation
-Subgrade elevation
-Sediment storage
-2yr water elevation
-10yr water elevation
-excavation wrap (if required)
-Synthetic impermeable liner 30mil UV resistant (due to groundwater elevation)
-backfill dimensions all around
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Verify-are vents required for this system?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Use either Standard Detail 02.01.06 or 02.01.07. Callout riser elevations on chosen detail.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe IE at tank.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe IE at tank.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Please add-"See Storm Alignment A on Sheet C4-102."
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe mat'l, length and slope.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Per the Storm Report, Page 10 of 62, the elevation of the groundwater at time of testing (not wet-season high) was El. 33.9 which places the Ecorain units in the groundwater. Provide a manufactured impermeable synthetic liner to prevent groundwater intrusion into the detention facility. Callout the synthetic liner requirements (min. 30mil ultraviolet (UV) light resistant) and show on the Ecorain details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
North Arrow is aligned incorrectly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide cleanout and callout Rim and IE.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide cleanout at tee.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout pipe length, mat'l, and slope.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout CB info (type, rim and IE).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout to provide 1ft min depth of cover at edge of pavement.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Use either Standard Detail 02.01.06 or 02.01.07. Callout riser elevations on chosen detail.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Verify callout (existing CB).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Add City Standard Details:
02.01.05 // 02.01.06 or 02.01.07 // 02.01.08 // 02.01.10
[Plans; Sheet C4-201]
|
|
|
See Document Markup
Callout control riser information (orifice size, elevations, diameter) on Detail 02.01.06 or 02.01.07, or in a separate table.
[Plans; Sheet C4-201]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Per City Standards, provide pipe info (mat'l, slope, length) on this plan sheet also.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Per City Standards, callout structure and cleanout info (rim, IEs, size) on this plan sheet also.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Verify-this is the only run of PVC between SSMH1 and SSMH6. Is there a reason that all of the other runs are DI? It appears there is adequate cover.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify-"In"?
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout the 10ft min separation on this sheet too.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout GI Rim elev.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Show alignment and outlet location of the GI vent. Callout the elevation of the vent outlet.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Verify-Sheet C5-102?
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Use 6in side sewer per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout SE IE.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout Exist'g pipe info.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout SE IE.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Use 6in side sewer per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Clarify-is there a reason to use min. slope at this pipe run?
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Show alignment and outlet location of the GI vent. Callout the elevation of the vent outlet.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout GI Rim elev.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Add City Standard Details:
04.03.04 // 04.03.05
[Plans; Sheet C5-201]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Revise to DDCVA.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting,thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting,thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Per City Standards, provide pipe info (size, mat'l, fittings, valves, thrust blocks, etc.) on this plan sheet also.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout 3ft min. clear zone.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valves, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-106.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-105.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-106.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-201]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C6-201]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Add City Standard Details:
03.01.01 // 03.02.01-1 // 03.02.01-2 // 03.02.01-3 // 03.03.03 // 03.04.03 (if applicable) // 03.08.01 // 03.10.03 // 03.11.01.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C7-101]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-103.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout pipe mat'l.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-106.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout 4in alignment info (pipe mat'l, length, fittings, valves, thrust blocks, etc.).
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout RPBA.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add-thrust block.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Show GV.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
City Standards require ductile iron. Revise accordingly.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add-thrust block.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
City Standards require ductile iron. Revise accordingly.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout 10ft min to 15ft max distance btwn FDC and FH.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout thrust block.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 4 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 25 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 28 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 92 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 94 of 96]
|
|
|
See Document Markup
Resolve per MH email to JMJ dated 9/25/24.
[Storm Report; Pg 9 of 124]
|
|
|
See Document Markup
These conventional paving areas are considered 'replaced hard surface areas'. Utility trenching for this project is part of the overall project scope (not standalone exempt utility work) and must be included in the project thresholds.
[Storm Report; Pg 10 of 124]
|
|
|
See Document Markup
Identify:
1) permeable paving area and square footage;
2) roof area tributary to detention and square footage;
3) bypass roof area and square footage;
4) conventional paving area and square footage;
5) square footage of landscape area.
[Storm Report; Pg 10 of 124]
|
|
|
See Document Markup
Show this bypass area on the Proposed Coverage (basin?) exhibit.
[Storm Report; Pg 15 of 124]
|
|
|
See Document Markup
Clarify-It is unclear what portion of roof is affected and the amount of square footage.
[Storm Report; Pg 15 of 124]
|
|
|
See Document Markup
Revise-"from the paved areas" or something similar, since the roof runoff is being conveyed to the EcoRain system.
[Storm Report; Pg 17 of 124]
|
|
|
See Document Markup
Add-"from the primary drive aisles on the south and east sides of the project".
[Storm Report; Pg 17 of 124]
|
|
|
See Document Markup
It appears that the utility trenching and concrete pavement replacement is not included as run-on to the permeable pavement or within the Bypass basin?
[Storm Report; Pg 41 of 124]
|
|
|
See Document Markup
It appears that this quantity does not include the utility trenching and concrete pavement replacement.
[Storm Report; Pg 43 of 124]
|
|
|
See Document Markup
FYI only...orifice located below top of outlet pipe.
[Storm Report; Pg 46 of 124]
|
|
|
See Document Markup
It appears that the utility trenching and concrete pavement replacement is not included as run-on to the permeable pavement or within the Bypass basin?
[Storm Report; Pg 62 of 124]
|
|
|
See Document Markup
Remove engineering approval block.
[Landscape Plan; Sheet L-01]
|
|
|
See Document Markup
Revise-"NGVD29+3.48".
[Plans; Sheet C1-301]
|
|
|
See Document Markup
Based on the approximate disturbed areas noted:
Building and Parking = 48,105sf
Grass Area = 9,825sf
Asphalt Trenching = 3,387sf
Concrete Replace = 2,996sf
Total Area Disturbed = 64,313sf
|
|
|
See Document Markup
Based on the approximate disturbed areas noted:
Replaced Hard Surface = 54,488sf
Replaced PGHS = 45,656sf
|
|
|
See Document Markup
Please revise to read: "10ft (min) - 15ft (max)".
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Verify-Type I called out on C4-103.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
As mentioned on the prior review, it appears that the permeable pavement section will overflow at the SE corner, which is the low point, before Detail C/C4-202 goes into overflow (El. 37.01 vs El. 37.09.) Also, see MHigginson email dated 9-26-24.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
"DI" .
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Add-"Control Structure" and callout solid lid.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
10in on plan view.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
City Stds requires 1ft min cover (1in is specified here). Revise pipe slope and/or depth as necessary.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Per prior comment-Provide pipe info on profile also.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Revise inlet as necessary to provide min. cover.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
See comments on profile.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Verify-In?
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Match IE (per standards) w/ exist'g...IE 34.31.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Revise.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Verify-In?
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Match IE (per standards) w/ exist'g...IE 34.31.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Verify-Type II called out on C4-101. If Type II, callout diameter and lid type on this plan also.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Callout solid lid.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Callout solid lid.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
See comments on plan above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
See comments on plan above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Revise per comments above.
[Plans; Sheet C4-103]
|
|
|
See Document Markup
Please callout a min. of 5in below the underdrain for clarity...(Ecology only recognizes the depth below the perforations of the underdrain for storage within the reservoir course.)
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Per conversation with Justin on 9/26, by the time the reservoir course is in overflow (El. 37.09 per detail), water is already spilling out at the SE corner of the project (El. 37.01). As an option, see example right and comments on Sht C4-101.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Per conversation with Justin on 9/26, does this design allow the 6in overflow drain to keep up when the entire perm pavement area goes into overflow? See example right and comments on Sht C4-101.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
FYI only...orifice located below top of outlet pipe.
[Plans; Sheet C4-202]
|
|
|
See Document Markup
Clarify?
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Clarify?
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Per prior comment-Callout Sampling Connection per Std Detail 04.03.04.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Adjust slope to provide 0.1ft drop across structure per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Per prior comment-Ref Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Please add dimension btwn FDC and FH to read: "10ft (min) - 15ft (max)".
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Per prior comment: Add-thrust block.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Per prior comment: Add-thrust block.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Per prior comment-Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Please show GV symbols on plan.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout 10ft min to 15ft max distance btwn FDC and FH.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Add City Standard Details:
03.02.01-2 // 03.02.01-3 // 03.10.03 // 03.11.01.
[Plans; Sheet C6-202]
|
|
Planning Review
|
Approved
|
10/22/2024
|
09/26/2024
|
|
|
|
|
|
Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
|
|
|
Final Landscape Plan - Soil Req. Cubic Yards
Please estimate the total top soil required to meet the 8 inch minimum soil standard for all landscaped areas in cubic yards. The contractor will be required to submit delivery sheets and demonstrate compliance with top soil required and specified on plans at the time of final inspection.
|
|
|
Final Landscape Plan - Mulch Req.
Add the following note to the civil plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
|
|
|
Miscellaneous Planning Correction
Label all areas devoted to turf or lawn and indicate the method of establishment (seed, hydroseed or solid sod).
|
|
|
Final Landscape Plan - Landscape Types
The City's Vegetation Management Standards Manual (VMS) outlines specific treatment “types” that are required to be adhered to, dependent upon the yard area the landscaping is located within. See the VMS, sections 13 and 14 for full details. The VMS can be downloaded here: https://www.cityofpuyallup.org/puyallupvms
|
|
|
Final Landscape Plan - Street Tree Site Prep
Please be aware of the following standards in the VMS and Public Works Engineering and Construction Standards (found here: www.cityofpuyallup.org/1445/100---Roadway ) as they apply:
Section 8.3 of the VMS requires (4”) of organic compost mulch or wood chips.
Integrate city standard detail 01.02.08a – soil amendment and depth.
NOTE: Top soil placement/installation specs, depth and quality standards can be found in section 8.2 of the VMS. For new construction, cut and paste ALL of section 8.2(b) of the VMS into the planting notes/details of the final landscape plan sheets.
|
|
|
Other/Miscellaneous
The site plan states that the EcoRain Detention Tank is proposed to manage runoff from the proposed roof. Please have the design engineer provide proof that the EcoRain Detention Tank system requires only turf grass as use of turf lawn is prohibited in storm water control facility areas, unless the water treatment structure is required by the project engineer for water quality treatment purposes per VMS Section 14.5 (included below).
VMS 14.5
SLD-02 – Landscaping in storm water control facilities (Implementing standards - PMC 20.58.005 (3) code requirement). Landscaping of storm water ponds and other storm water control or treatment facilities (e.g., rain gardens, bio-swales, bio-filtration cells, etc.) shall be designed to use native and/or climate adaptable plant materials to provide 100% ground coverage and 75% visual coverage within five (5) years of installation. In order to reduce maintenance requirements, the use of turf lawn is prohibited in these areas, unless part of a water treatment structure (e.g., bio-swale) where grass is required by the project engineer for water quality treatment purposes.
Ground covers shall be spaced at 18” intervals and shrubs at 3-5’ intervals, or as specified by the project landscape architect, to meet the 100% ground coverage and 75% visual coverage requirement within five (5) years. Groupings or clusters of native evergreen and native deciduous trees shall be integrated into the overall design. NW native shrubs and ground cover plant species that provide a native, wildflower-rich landscape area that utilizes native plant species that bloom in successive timeframes throughout the growing season shall be used in all storm pond areas.
This is intended to promote local biological diversity and provide pockets of landscape area to benefit pollinator species. Selections from the following shrub species, in addition to other acceptable native plants the meet the criteria of providing blooming plants throughout the growing season, may be utilized to meet the SLD-02 requirements and can be found in VMS 14.5.
|
|
Public Works Water Review
|
Approved
|
10/22/2024
|
09/26/2024
|
|
|
|
|
|
See Document Markup
Civil C2-302: There is an existing domestic sample station that will be abandoned, and will need to be added to the new construction.
|
|
|
See Document Markup
Civil C6-101: For better control of the fire lines, consider adding one or two more gate valves to this proposed tee.
|
|
|
See Document Markup
Civil C6-101: For better domestic water quality, consider extending the proposed 4-inch domestic and tying into the existing 4-inch domestic to the south.
|
|
|
See Document Markup
Civil C6-101: The existing water service line to the old building was 1-inch in size. Consider adding a 2-inch gate valve at the 4-inch tee, and run 2-inch poly to the domestic service connection. The RPBA can then be 2-inch instead of 4-inch.
|
|
|
See Document Markup
Civil C6-101: Be aware that all proposed fire hydrants off dead-end 8-inch runs will have a maximum fire flow of 1,560 GPM due to the DOH and City requirement of 10-feet per second velocity limitation.
|
|
|
See Document Markup
Civil C6-101: Add a new domestic sample station somewhere on these proposed 4-inch domestic lines to replace the one that will be eliminated in the demolition phase of this project. Add City Standard detail 03.08.01 to this plan set.
|
|
Fire Review
|
Approved
|
10/22/2024
|
09/25/2024
|
|
|
|
|
Engineering Traffic Review
|
VOID
|
10/22/2024
|
09/25/2024
|
|
|
|
|
Public Works Streets Review
|
VOID
|
10/22/2024
|
09/25/2024
|
|
|
|
|
Public Works Collection Review
|
VOID
|
10/22/2024
|
09/25/2024
|
|
|
|
|
Engineering Storm Review
|
VOID
|
10/22/2024
|
09/25/2024
|
|
|
|
|
Public Works Streets Review
|
Approved
|
10/01/2024
|
09/04/2024
|
|
|
|
|
Public Works Collection Review
|
Approved
|
10/01/2024
|
09/03/2024
|
|
|
|
|
Planning Review
|
Failed
|
10/01/2024
|
09/03/2024
|
|
|
|
|
|
Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
|
|
|
Final Landscape Plan - Soil Req. Cubic Yards
Please estimate the total top soil required to meet the 8 inch minimum soil standard for all landscaped areas in cubic yards. The contractor will be required to submit delivery sheets and demonstrate compliance with top soil required and specified on plans at the time of final inspection.
|
|
|
Final Landscape Plan - Mulch Req.
Add the following note to the civil plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
|
|
|
Miscellaneous Planning Correction
Label all areas devoted to turf or lawn and indicate the method of establishment (seed, hydroseed or solid sod).
|
|
|
Final Landscape Plan - Landscape Types
The City's Vegetation Management Standards Manual (VMS) outlines specific treatment “types” that are required to be adhered to, dependent upon the yard area the landscaping is located within. See the VMS, sections 13 and 14 for full details. The VMS can be downloaded here: https://www.cityofpuyallup.org/puyallupvms
|
|
|
Final Landscape Plan - Street Tree Site Prep
Please be aware of the following standards in the VMS and Public Works Engineering and Construction Standards (found here: www.cityofpuyallup.org/1445/100---Roadway ) as they apply:
Section 8.3 of the VMS requires (4”) of organic compost mulch or wood chips.
Integrate city standard detail 01.02.08a – soil amendment and depth.
NOTE: Top soil placement/installation specs, depth and quality standards can be found in section 8.2 of the VMS. For new construction, cut and paste ALL of section 8.2(b) of the VMS into the planting notes/details of the final landscape plan sheets.
|
|
|
Other/Miscellaneous
The site plan states that the EcoRain Detention Tank is proposed to manage runoff from the proposed roof. Please have the design engineer provide proof that the EcoRain Detention Tank system requires only turf grass as use of turf lawn is prohibited in storm water control facility areas, unless the water treatment structure is required by the project engineer for water quality treatment purposes per VMS Section 14.5 (included below).
VMS 14.5
SLD-02 – Landscaping in storm water control facilities (Implementing standards - PMC 20.58.005 (3) code requirement). Landscaping of storm water ponds and other storm water control or treatment facilities (e.g., rain gardens, bio-swales, bio-filtration cells, etc.) shall be designed to use native and/or climate adaptable plant materials to provide 100% ground coverage and 75% visual coverage within five (5) years of installation. In order to reduce maintenance requirements, the use of turf lawn is prohibited in these areas, unless part of a water treatment structure (e.g., bio-swale) where grass is required by the project engineer for water quality treatment purposes.
Ground covers shall be spaced at 18” intervals and shrubs at 3-5’ intervals, or as specified by the project landscape architect, to meet the 100% ground coverage and 75% visual coverage requirement within five (5) years. Groupings or clusters of native evergreen and native deciduous trees shall be integrated into the overall design. NW native shrubs and ground cover plant species that provide a native, wildflower-rich landscape area that utilizes native plant species that bloom in successive timeframes throughout the growing season shall be used in all storm pond areas.
This is intended to promote local biological diversity and provide pockets of landscape area to benefit pollinator species. Selections from the following shrub species, in addition to other acceptable native plants the meet the criteria of providing blooming plants throughout the growing season, may be utilized to meet the SLD-02 requirements and can be found in VMS 14.5.
|
|
Engineering Civil Review
|
Failed
|
10/01/2024
|
08/29/2024
|
|
|
|
|
|
See Document Markup
Provide a small-scale PIT test to determine infiltration feasibility. [geotech, pg 17]
|
|
|
See Document Markup
Provide continuous groundwater monitoring data during the wet season (December 21st- April 1st) [geotech, pg 27]
|
|
|
See Document Markup
Provide conversion to NAVD 88 Datum. [civils, pg 1]
|
|
|
See Document Markup
Add the infiltration testing report to the geotech report document. It's not intuitive to look in the drainage report for geotechnical testing. [drainage report, pg 17]
|
|
|
See Document Markup
Add that this is sheet C1-201. [civils, pg 6]
|
|
|
See Document Markup
Provide a detail for the proposed swale. [civils, pg 9]
|
|
|
See Document Markup
Provide a detail for the proposed baffle tank. [civils, pg 10]
|
|
|
See Document Markup
Show utility hatch that this line is to be removed. [civils, pg 12]
|
|
|
See Document Markup
Show proposed concrete in darker hatch. [civils, pg 15]
|
|
|
See Document Markup
Provide invert elevation at the building connection point. [civils, pg 19]
|
|
|
See Document Markup
Replace with city standard flow control manhole 02.01.06 or 02.01.07 and provide orifices and elevations. [civils, pg 19]
|
|
|
See Document Markup
-Provide EcoRain manufacturer's literature and include in the storm report. Information should include at a minimum:
1) storage volume per unit;
2) cleanout/maintenance and inspection port req'ts;
3) O&M req'ts
4) geotextile req'ts;
5) construction req'ts (excavation, backfill, cover, ventilation, etc.)
[Storm Report; Pg 1 of 62]
|
|
|
See Document Markup
-Provide grease interceptor calculations and include in the storm report as an appendix.
[Storm Report; Pg 1 of 62]
|
|
|
See Document Markup
Verify- TPN 0420331121.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Please revise to "vacated 5th Street SE".
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Provide basin exhibits indicating the Existing Conditions and Proposed Conditions outlined in the table.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-Sheet C2-301 indicates approximately 63,965sf of disturbed area.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-Sheet C2-301 indicates approximately 54,100sf of hard surface area.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
See comment(s) on the Area Coverage Table below.
[Storm Report; Pg 8 of 62]
|
|
|
See Document Markup
See comment(s) on the Area Coverage Table on Page 8 of 62.
[Storm Report; Pg 9 of 62]
|
|
|
See Document Markup
Please revise to "vacated 5th Street SE".
[Storm Report; Pg 10 of 62]
|
|
|
See Document Markup
Provide evidence of wet-season (Dec 1 thru Apr 1) high groundwater elevation as required by the Ecology Manual. If project timelines do not allow wet-season monitoring prior to anticipated start of construction, provide a financial security (Assignment-of-funds or Bond) in the amount of $7,500.00 that guarantees monitoring during the upcoming wet-season.
[Storm Report; Pg 10 of 62]
|
|
|
See Document Markup
FYI Only-permeable pavement could be found to be infeasible (if desired) since the proposed project will be replacing existing impervious surfaces. Per Ecology infeasibility criteria: "Where replacing existing impervious surfaces, unless the existing surface is a non-pollution generating surface over outwash soil with a measured initial saturated infiltration rate of 4 inches per hour or greater."
[Storm Report; Pg 11 of 62]
|
|
|
See Document Markup
Clarify-cannot find this in the WWHM calculations. In addition, Ecology does not recommend run-on from up-gradient PGIS without conditions.
[Storm Report; Pg 12 of 62]
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
Clarify-how does the Fair prevent the NPGHS area from being accessed by motor vehicles and creating a pollution generating surface?
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
Is there a reason the sand layer does not extend to the perimeter of the permeable pavement section...particularly due to the run-on from the upgradient PGHS area.
[Storm Report; Pg 13 of 62]
|
|
|
See Document Markup
"Vault" or "facility"?
[Storm Report; Pg 15 of 62]
|
|
|
See Document Markup
Verify-acre feet?
[Storm Report; Pg 15 of 62]
|
|
|
See Document Markup
Clarify-what was the date of the PIT testing? City Standards require wet season testing.
[Storm Report; Pg 20 of 62]
|
|
|
See Document Markup
Clarify:
Total Disturbed Area = 60,635sf = 1.39ac
Less Building Roof = 14,460sf = <0.332ac>
Less Permeable AC Pvmt = 29,359sf = <.674ac>
Less Vegetation Area = 9,770sf = <0.22ac>
Remaining Balance Not Accounted for = 0.164ac (7,144sf)...
...which appears to be the replaced impervious concrete pavement (Detail C/C3-301), is pollution generating, and must comply with MR5, MR6, and MR7.
[Storm Report; Pg 39 of 62]
|
|
|
See Document Markup
Verify-Section B/C3-301 indicates 3 inch wearing course.
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Provide supporting structural calculations confirming the proposed permeable pavement cross-section will support HS-20 loading (min).
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Verify-Per Ecology BMP T5.15, typical void space for the wearing course is 16%-25%.
[Storm Report; Pg 43 of 62]
|
|
|
See Document Markup
Verify-Section MR5, Permeable Pavement states there is a 1-acre lateral flow basin tributary to the permeable pavement.
[Storm Report; Pg 57 of 62]
|
|
|
See Document Markup
Include geotechnical study in the Storm Report.
[Geotechnical Study; Pg 1 of 37]
|
|
|
See Document Markup
Provide wet-season (Dec 1 thru Apr 1) high groundwater elevation as required by the Ecology Manual. If project timelines do not allow wet-season monitoring prior to anticipated start of construction, provide a financial security (Assignment-of-funds or Bond) in the amount of $7,500.00 that guarantees monitoring during the upcoming wet-season.
[Geotechnical Study; Pg 1 of 37]
|
|
|
See Document Markup
Per City Standards, Section 1.8(4), plans shall be based on the NAVD88 datum. Per conversation with JMJ (Justin), elevations will be corrected on the Record Drawings.
[Plans; Sheet C1-001]
|
|
|
See Document Markup
Use current City Standard Stormwater Notes. See City Standardss, Section 207.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Also include City Standard Section 406 Testing Requirements.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Also include City Standard Section 209 Testing and Inspection.
[Plans; Sheet C1-002]
|
|
|
See Document Markup
Reorient sheet to read correctly.
[Plans; Sheet C1-201]
|
|
|
See Document Markup
Per City Standards, Section 1.8(4), plans shall be based on the NAVD88 datum. Per conversation with JMJ (Justin), elevations will be corrected on the Record Drawings.
[Plans; Sheet C1-202]
|
|
|
See Document Markup
Verify-CN 1.
[Plans; Sheet C2-101
|
|
|
See Document Markup
See comment in Storm Report, Page 8 of 62.
[Plans; Sheet C2-301]
|
|
|
See Document Markup
Clarify-what is happening with the existing storm line here.
[Plans; Sheet C2-302]
|
|
|
See Document Markup
Clarify this shaded area.
[Plans; Sheet C2-304]
|
|
|
See Document Markup
DDCVA.
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Callout 10ft (min) - 15ft (max) separation btwn FH and FDC.
[Plans; Sheet C3-101]
|
|
|
See Document Markup
Hilite the location of the geotextile (sim to Details D and E below. Also, on the sand layer side.
[Plans; Sheet C3-301]
|
|
|
See Document Markup
POROUS PAVEMENT SUBGRADE PREPARATION NOTES
1.Remove existing organic or paving materials from the surface to be prepared.
2.Prepare the subgrade in accordance with the geotechnical engineer’s requirements and the following:
3.Excavation to final subgrade shall occur immediately prior to placing permeable materials. If necessary, the contractor may excavate to an intermediate subgrade elevation established at 12-inches above the final subgrade to assist with field operations.
4.Grading to final subgrade elevation shall be completed by machinery operation on the intermediate subgrade level or outside of the porous fill/pavement prism.
5.The contractor shall phase the work so as not to compromise or overly compact the subgrade. Should it be necessary for machinery or trucks to access the final subgrade in a certain area, the contractor shall protect the subgrade from over-compaction by placing steel sheets, or using another methodology approved by the geotechnical engineer and City.
6.Areas determined to be overly compacted in the opinion of the Engineer, Geotechnical Engineer, or City, shall be scarified by the contractor to a depth agreed upon by the Engineer, Geotechnical Engineer, and City.
7.Loose or disturbed areas identified during excavation to grade shall be over-excavated to firm bearing and replaced with APWA/WSDOT GSP permeable ballast.
8.Approved porous fill materials shall be back-dumped onto the subgrade from the edge of the installation and pushed out onto the subgrade.
9.Trucks shall then back-dump subsequent loads on top of the previously dumped/pushed material as the installation progresses.
10.Final compaction shall be verified by the Geotechnical Engineer.
[Plans; Sheet C3-301]
|
|
|
See Document Markup
Please add the following notes:
|
|
|
See Document Markup
Clarify-per the List Approach, Footnote 2, pavement (when proposed) must be permeable to the extent feasible. Why is the replaced concrete pavement not permeable?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Is there a reason the sand layer does not extend to the perimeter of the permeable pavement section...particularly due to the run-on from the upgradient PGHS area.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Clarify-how does the Fair prevent the NPGHS area from being accessed by motor vehicles and creating a pollution generating surface?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Please add-"See Porous Pavement Subgrade Preparation Notes on Sheet C3-301."
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe info (mat'l, slope, length).
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cleanout and callout Rim and IE.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Clarify-what is happening with the existing storm line here.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide inspection ports in accordance with City Standards 202.2(3)c.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cross-section through this area; provide check dam detail; provide overflow detail and identify location in the section.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cleanout at tee.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Verify-IE places the top of pipe into the wearing course.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Is an overflow (low points) warranted along these perimeters?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Ductile Iron due to shallow bury.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide EcoRain manufacturer's literature and include in the storm report. See comments in the storm report.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide cross-section thru the facility and include the following info:
-Surface elevation
-Top of tank elevation
-Bottom of tank elevation
-Subgrade elevation
-Sediment storage
-2yr water elevation
-10yr water elevation
-excavation wrap (if required)
-Synthetic impermeable liner 30mil UV resistant (due to groundwater elevation)
-backfill dimensions all around
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Verify-are vents required for this system?
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Use either Standard Detail 02.01.06 or 02.01.07. Callout riser elevations on chosen detail.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe IE at tank.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe IE at tank.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout Rim and IE info.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Please add-"See Storm Alignment A on Sheet C4-102."
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Callout pipe mat'l, length and slope.
[Plans; Sheet C4-101]
|
|
|
See Document Markup
Per the Storm Report, Page 10 of 62, the elevation of the groundwater at time of testing (not wet-season high) was El. 33.9 which places the Ecorain units in the groundwater. Provide a manufactured impermeable synthetic liner to prevent groundwater intrusion into the detention facility. Callout the synthetic liner requirements (min. 30mil ultraviolet (UV) light resistant) and show on the Ecorain details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
North Arrow is aligned incorrectly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide cleanout and callout Rim and IE.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide cleanout at tee.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout pipe length, mat'l, and slope.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout CB info (type, rim and IE).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Provide pipe info.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Callout to provide 1ft min depth of cover at edge of pavement.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Use either Standard Detail 02.01.06 or 02.01.07. Callout riser elevations on chosen detail.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Verify callout (existing CB).
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Identify control structure. Min. control structure per Standards is 54-inch. Revise accordingly.
[Plans; Sheet C4-102]
|
|
|
See Document Markup
Add City Standard Details:
02.01.05 // 02.01.06 or 02.01.07 // 02.01.08 // 02.01.10
[Plans; Sheet C4-201]
|
|
|
See Document Markup
Callout control riser information (orifice size, elevations, diameter) on Detail 02.01.06 or 02.01.07, or in a separate table.
[Plans; Sheet C4-201]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Per City Standards, provide pipe info (mat'l, slope, length) on this plan sheet also.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Per City Standards, callout structure and cleanout info (rim, IEs, size) on this plan sheet also.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Verify-this is the only run of PVC between SSMH1 and SSMH6. Is there a reason that all of the other runs are DI? It appears there is adequate cover.
[Plans; Sheet C5-101]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-102]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify callout (2?).
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Verify-"In"?
[Plans; Sheet C5-103]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout the 10ft min separation on this sheet too.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout GI Rim elev.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Show alignment and outlet location of the GI vent. Callout the elevation of the vent outlet.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Callout Sampling Connection per Std Detail 04.03.04.
[Plans; Sheet C5-104]
|
|
|
See Document Markup
Use Standard Detail 04.03.04 on Sheet C5-201.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Verify-Sheet C5-102?
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Use 6in side sewer per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout SE IE.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout Exist'g pipe info.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout SE IE.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Use 6in side sewer per standards.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Clarify-is there a reason to use min. slope at this pipe run?
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Show alignment and outlet location of the GI vent. Callout the elevation of the vent outlet.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Callout GI Rim elev.
[Plans; Sheet C5-105]
|
|
|
See Document Markup
Add City Standard Details:
04.03.04 // 04.03.05
[Plans; Sheet C5-201]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Revise to DDCVA.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting,thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting,thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Per City Standards, provide pipe info (size, mat'l, fittings, valves, thrust blocks, etc.) on this plan sheet also.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout 3ft min. clear zone.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout connection details (valve, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-103.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valves, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-106.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe slope does not agree w Sht C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-105.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Verify-pipe size (6in?).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, valve, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
FYI-Pipe info does not agree w Sht C6-106.
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-101]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-201]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C6-201]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Add City Standard Details:
03.01.01 // 03.02.01-1 // 03.02.01-2 // 03.02.01-3 // 03.03.03 // 03.04.03 (if applicable) // 03.08.01 // 03.10.03 // 03.11.01.
[Plans; Sheet C6-202]
|
|
|
See Document Markup
Verify-sheets out of sequence with the planset.
[Plans; Sheet C7-101]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-103.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout pipe mat'l.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-106.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout 4in alignment info (pipe mat'l, length, fittings, valves, thrust blocks, etc.).
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Callout RPBA.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-102]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add-thrust block.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Show GV.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-103]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
City Standards require ductile iron. Revise accordingly.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add-thrust block.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-105.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
City Standards require ductile iron. Revise accordingly.
[Plans; Sheet C6-104]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-104.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-105]
|
|
|
See Document Markup
Add Fire Code approval block per City Standards, Section 1.4.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Add reference to alignment on Sheet C6-102.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout hydrant run info and show GV on this sheet too.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout 10ft min to 15ft max distance btwn FDC and FH.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout fitting info (type, fitting, thrust block, etc).
[Plans; Sheet C6-106]
|
|
|
See Document Markup
Callout thrust block.
[Plans; Sheet C6-106]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 4 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 25 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 28 of 94]
|
|
|
See Document Markup
TMDL for Fecal on Clarks Creek.
[CSWPPP; Pg 92 of 94]
|
|
Public Works Water Review
|
Failed
|
10/01/2024
|
08/16/2024
|
|
|
|
|
|
See Document Markup
Civil C2-302: There is an existing domestic sample station that will be abandoned, and will need to be added to the new construction.
|
|
|
See Document Markup
Civil C6-101: For better control of the fire lines, consider adding one or two more gate valves to this proposed tee.
|
|
|
See Document Markup
Civil C6-101: For better domestic water quality, consider extending the proposed 4-inch domestic and tying into the existing 4-inch domestic to the south.
|
|
|
See Document Markup
Civil C6-101: The existing water service line to the old building was 1-inch in size. Consider adding a 2-inch gate valve at the 4-inch tee, and run 2-inch poly to the domestic service connection. The RPBA can then be 2-inch instead of 4-inch.
|
|
|
See Document Markup
Civil C6-101: Be aware that all proposed fire hydrants off dead-end 8-inch runs will have a maximum fire flow of 1,560 GPM due to the DOH and City requirement of 10-feet per second velocity limitation.
|
|
|
See Document Markup
Civil C6-101: Add a new domestic sample station somewhere on these proposed 4-inch domestic lines to replace the one that will be eliminated in the demolition phase of this project. Add City Standard detail 03.08.01 to this plan set.
|
|
Fire Review
|
Approved
|
10/01/2024
|
08/09/2024
|
|
|
|
|
Engineering Traffic Review
|
Approved
|
10/01/2024
|
08/02/2024
|
|
|
|
|
Engineering Storm Review
|
VOID
|
10/01/2024
|
08/02/2024
|
|
|
|
