CITY OF PUYALLUP PERMITTING PORTAL

Other/Miscellaneous

The cost estimate is incomplete. Refer to the following for resubmittal. If the item is not specifically listed then include it on the MISC line and provide the estimated cost of the item: a. Include: ON SITE storm drainage pipe - no storm pipe included in current submittal b. Include: ON SITE erosion control - no erosion control included in curent submittal c. Move to: ON SITE water services/meters - not moved in current submittal e. Include: ON SITE and OFF SITE water pipes - no water pipe included in current submittal f. Include: On site DCVAs for domestic services, fire line and irrigation as required - not found in current submittal

Other/Miscellaneous

Include cross-connection protection devices conforming to Fruitland Mutual Water/City of Puyallup standards. See PMC 14.02.220(3) and City Design Standards 302.2(2).

See Document Markup

Design must provide a separate street light design. Per preliminary site plan review: "(2) Streetlights will be required along frontage spaced approximately 150ft apart." [CIVIL C4]

See Document Markup

Other/Miscellaneous

Separate streetlight design does not require a separate submittal. Please include streetlight design within next civil submittal at the end of the plan set.

See Document Markup

Other/Miscellaneous

Provide FDC, PIV Locations on site plan

Other/Miscellaneous

A dedicated fire hydrant is required to be within 10-15' of both FDC's

Other/Miscellaneous

See email dated 7/14/23 detailing requirements for Civils

See Document Markup

All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials. I still don't see this on the plans. Where is trash proposed to be located? [landscape set, TR-1]

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The Vanderwolf's limber pine are proposed to be planted too close together. Please remove the middle pine [landscape set, L-1]

Miscellaneous Planning Correction

Keep the Class III medium street tree along 10th St SE. Remove "OR class II: narrow street tree". [landscape set, L-1]

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Type IV street tree are required, please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

See Document Markup

See Document Markup

See Document Markup

Trees are required to be a minimum distance of 10ft from SD and S lines. Please place these trees 10' from the utility lines. Some trees may be lost in order to meet this requirement. An option is to move some of them further down into the open space area where they are 10' or more from the SD and S lines. [landscape set, L-1]

See Document Markup

Type IV street tree are required, please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

See Document Markup

All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials. I still don't see this on the plans. Where is trash proposed to be located? [landscape set, TR-1]

See Document Markup

The Vanderwolf's limber pine are proposed to be planted too close together. Please remove the middle pine [landscape set, L-1]

See Document Markup

The Vanderwolf's limber pine are proposed to be planted too close together. Please remove the middle pine [landscape set, L-1]

See Document Markup

Please replace planting note #5.1 with the following general soil requirements from VMA 8.2A:? ??????? ?? ????? ??? ?????? ?? ??? ????? ?????????? ??? ??????? ??? ?????? ?? ???????? ????? ??? ?- ??????? ?????? ??????? ?? ????? ?????? ??? ? ?? ???? ?? ?? ?? ?? ???????? ??? ?? ?? ??? ???????? ??????????? ????? ??? ??????? ????? ????? ???? ? ??????? ????? ?? ????? ?????? ???? ?????? ????? ???? ????? ????? ??? ????? ?? ????????????? ?? ?????????? ?????? ?? ???? ??? ????????? ???????? ????? ??? ??????? ????? ?????? ?? ????????? ?? ????? ? ?????? ???? ???? ????????????? ?? ??? ????? ???????? ?? ????? ?????????? ??????? ????? ????????? ???????????? ?? ??? ????? ?????? ???? ?? ??? ????? ?? ????????? ?????? ????? ????????? ?? ???????? ?? ??????? ???? ?????? ???? ?? ???????? ?????????? ??? ???? ???? ??????? ????????? ????? ????????? ????????? ???? ?????? ????? ???? ? ?????????? ???? ????? ?? ??????? ?????? ???? ??? ?????? ?????

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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

Keep the Class III medium street tree along 10th St SE. Remove "OR class II: narrow street tree". [landscape set, L-1]

Other/Miscellaneous

Maximum Driveway grade is 10%.

Other/Miscellaneous

Provide FDC, PIV Locations on site plan

Other/Miscellaneous

A dedicated fire hydrant is required to be within 10-15' of both FDC's

Other/Miscellaneous

Vault is in fire lane and will need to be fire apparatus rated per the 2018 IFC Appendix D section D102

Other/Miscellaneous

See email dated 7/14/23 detailing requirements for Civils

Other/Miscellaneous

Fire Service Line design and Illumination Plan are both deferred and current submittal says they will be "by others". Both plans are required to be submitted, reviewed and approved before the civil permit can be issued.

Other/Miscellaneous

The cost estimate is incomplete. Refer to the following for resubmittal. If the item is not specifically listed then include it on the MISC line and provide the estimated cost of the item: a. Include: ON SITE storm drainage pipe - no storm pipe included in current submittal b. Include: ON SITE erosion control - no erosion control included in curent submittal c. Move to: ON SITE water services/meters - not moved in current submittal e. Include: ON SITE and OFF SITE water pipes - no water pipe included in current submittal f. Include: On site DCVAs for domestic services, fire line and irrigation as required - not found in current submittal

Other/Miscellaneous

Include cross-connection protection devices conforming to Fruitland Mutual Water/City of Puyallup standards. See PMC 14.02.220(3) and City Design Standards 302.2(2).

See Document Markup

Identify these symbols in legend. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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Fade back existing utilities, all sheets. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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What does this symbol represent? Clarify and include in legend. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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Some notes are offset, all sheets. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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CBs in PGIS areas that are not designated to receive flow and are not routed through the Contech Storm Chambers shall be specified with solid lids. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C4]

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The city has reason to believe that these pipe runs (storm and sewer) are straighter than depicted and do not veer in the manner portrayed, and are actually in the easement. It is suspected that the survey control was corrupted. This is important because of the conflict between the utility easement and the proposed wall. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C4]

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Clearly show the entire easements continuing all of the way across. Demonstrate that the retaining wall will not be within the easements. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C4]

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Con entrance measures 65'. Detail specifies 100'. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C2]

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Include true elevations for the NYOPLAST overflow outlet on plans. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C4]

See Document Markup

Correct to 10th Street, multiple locations. [Copperberry-R-Drainage Report-2023-04-08 - RESUB]

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Trench bed dimensions do not match plan dimensions. Use the ADS Stormtech Chambers element for routing in the model. https://www.clearcreeksolutions.info/commercial-elements [Copperberry-R-Drainage Report-2023-04-08 - RESUB, WWHM Model Pg.7]

See Document Markup

Correct typo as indicated. [Copperberry-R-Drainage Report-2023-04-08 - RESUB, Pg. 98/107]

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Clarify purpose of this section and the significance of the 3 POCs. [Copperberry-R-Drainage Report-2023-04-08 - RESUB, Pg. 99/107]

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The City would like to discuss the possibility of an access road and expanded easement to maintain the utilities to the west and north of the proposed development. This would require coordination between the developer, and multiple city departments.

See Document Markup

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show street patch for driveway approach, include COP driveway approach detail.. sheet 3

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Include Street Patch Detail , Sheet 3

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Indicate sidewalk replacement extents, sheet 3

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12' mast arm length sh E3

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spare empty 2" conduit sheet E3

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Provide a gravel base driveway over the entirety of the 12 foot easement for maintenance vehicle access to storm utility piping and structure at the northwest corner of property. [Copperberry-D-Civil-2023-04-10 - RESUB]

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Place removable bollards behind sidewalk at beginning of maintenance access driveway. [Copperberry-D-Civil-2023-04-10 - RESUB]

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Remove all vegetation/trees growing within 10 feet or impacting access to utility structures. [Copperberry-D-Civil-2023-04-10 - RESUB]

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Provide approach for new maintenance access with any applicable design required. [Copperberry-D-Civil-2023-04-10 - RESUB]

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Copperberry-D-Civil-2023-04-10 - RESUB Sheet C5 of 10: The proposed water services and the existing fire hydrant on the east side of 10th St SE is off of Fruitland Mutuals water main on the east side of 10th St SE. The existing fire hydrant on the west side of 10th St SE is the only thing attached to the City of Puyallup 16-inch water main on the west side of 10th St SE.

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Design must provide a separate street light design. Per preliminary site plan review: "(2) Streetlights will be required along frontage spaced approximately 150ft apart." [CIVIL C4]

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Other/Miscellaneous

Separate streetlight design does not require a separate submittal. Please include streetlight design within next civil submittal at the end of the plan set.

See Document Markup

Type III

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Type III

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Type II

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Type III?

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Water line?

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Add the following details: - street tree planting strip detail https://www.cityofpuyallup.org/DocumentCenter/View/5286/010207_street-tree-planting-in-planting-strip?bidId= - root barrier detail https://www.cityofpuyallup.org/DocumentCenter/View/5288/010208a_soil-amendment-and-depth?bidId= [landscape set, TR-1]

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Please estimate the total top soil required to meet VMS 8.2 soil quantity and quality standards 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. [landscape set, L-1]

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Show water lines on the landscape set sheets [landscape set, L-1]

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Remove the proposed tree as it is located too close to the water line [landscape set, L-1]

See Document Markup

Trees that are proposed on the west, interior to the 15ft vegetation easement are being proposed over SD and S lines. They will that need to be removed [landscape set, L-1]

See Document Markup

Trees are required to be a minimum distance of 10ft from SD and S lines. Please place these trees 10' from the utility lines. Some trees may be lost in order to meet this requirement. An option is to move some of them further down into the open space area where they are 10' or more from the SD and S lines. [landscape set, L-1]

See Document Markup

Remove the proposed tree as it is located too close to the water line [landscape set, L-1]

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measure distance from SD and S lines

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Type IV street tree are required, please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

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Propose at least two different large street tree species to meet the variety requirement. Please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

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Please replace planting note #5.1. with the following general soil requirements from VMS 8.2A?? ??????? ?? ????? ??? ?????? ?? ???????? ?????????? ??? ??????? ??? ?????? ?????????? ????? ??? ?- ??????? ?????? ??????? ?? ???? ?????? ??? ? ?? ???? ?? ?? ?? ?? ??????????? ?? ?? ??? ???????? ??????????? ????? ??? ??????? ????? ????? ???? ? ??????? ????? ?? ??????????? ???? ?????? ????? ???? ????? ????? ??? ????? ?? ????????????? ?? ?????????? ?????? ?????? ??? ????????? ???????? ????? ??? ??????? ????? ?????? ?? ????????? ?? ????? ? ?????? ???? ????????????????? ?? ??? ????? ???????? ?? ????? ?????????? ??????? ????? ????????? ???????????? ?? ???????? ?????? ???? ?? ???????? ?? ????????? ?????? ????? ????????? ?? ???????? ?? ??????? ???? ?????? Page 12 of 51???? ?? ???????? ????? ???? ??????? ???? ??????? ????????? ????? ????????? ????????? ???? ??????????? ???? ? ?????????? ???? ????? ?? ??????? ?????? ???? ??? ?????? ????????????????? ???? ?????

See Document Markup

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 per VMS 8.3. Please change planting note #9 to reflect this requirement [landscape set, L-2]

See Document Markup

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1-1/4" CAL.

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1-1/4" CAL.

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1-1/2" CAL.

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2" CAL

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1-1/4" CAL

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1-1/4" CAL.

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15' WEST PROPERTY LINE NATIVE PLANTING AREA

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1

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20'-0"

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All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials. [landscape set, TR-1]

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Per the VMS 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. Please call out natives on the plant schedule for easy identification. [landscape set, L-1]

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rhododendron dora amateis grows to be about 4' tall, should they remove or just plant a different plant?

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Root barriers, in accordance with city standards, are required for all street trees in??????? ?????? ???? ???? ?? ?? ?????? ? ??????? ?? ?? ?? ?????? ?????????? ????? ??? ???? ?? ??????????? ???????? ?? ??? ?????? ???? ????? ?? ????????? ????? ? ??????? ??? ???? ???? ?????????????? ??? ???? ????????? ? ? ?? ? ??? ? ? ?? ? ??? ??????? ???????? ?????????? ???? ????

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The proposed shrubs within the sight distance triangle may not exceed three feet above the local finished grade at maturity. Please replace the rhododendron with a substitute shrub that will meet this requirement per VMS 6.5 [landscape set, L-1]

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Has the tree retention plan been updated since the grading plan was submitted? The arborist may have recommendations that change based on the update grading plan if you are grading too close to the trees. Please respond as part of the re-submittal. [landscape set, TR-1]

See Document Markup

The striped ADA loading zone appears to be directly in front of the first garage door for both the north and south building. Is this intentional? [civil, C1]

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The Vanderwolf's limber pine are proposed to be planted too close together. Please remove the middle pine [landscape set, L-1]

See Document Markup

The Vanderwolf's limber pine are proposed to be planted too close together. Please remove the middle pine [landscape set, L-1]

See Document Markup

Please replace planting note #5.1 with the following general soil requirements from VMA 8.2A: A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in plant 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

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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. VMS 8.3 (9) [landscape set, L-2]

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The two parking stalls closest to 10th St SE do not meet MX performance standards for sight distance per PMC 20.31.040(11)(b). Sight triangle shown on plans. Relocate stalls from current location. [CIVIL C1]

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Show half-street grind/overlay on plans. Per preliminary site plan review: " Based on the current condition of 10th St SE (poor), half-street grind & overlay will be required." [CIVIL C3]

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Design must show that existing curb/gutter/sidewalk meet standards. Per preliminary site plan review: "Depending on condition and ADA compliance, the existing sidewalk can remain" [CIVIL C4]

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Design must provide a separate street light design. Per preliminary site plan review: "(2) Streetlights will be required along frontage spaced approximately 150ft apart." [CIVIL C4]

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Per preliminary site plan "To minimize possible sight distance concerns, street trees adjacent to proposed driveway must have narrow foliage characteristics and branches high up on trunk (+7ft). Please coordinate with planning dept to spec proper species." [LANDSCAPE TR-1]

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Per preliminary site plan "To minimize possible sight distance concerns, street trees adjacent to proposed driveway must have narrow foliage characteristics and branches high up on trunk (+7ft). Please coordinate with planning dept to spec proper species." [LANDSCAPE TR-1]

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Provide grade of proposed driveway [CIVIL C4]

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Clarify if walls are proposed behind sidewalk. Per preliminary site plan: "Site plan shows conceptual retaining wall behind sidewalk that may require handrail. Engineer to evaluate the need for ADA compliant handrail at this location. [CIVIL C4]

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4,328.63 sf

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7,742 sf

Other/Miscellaneous

Separate streetlight design does not require a separate submittal. Please include streetlight design within next civil submittal at the end of the plan set.

See Document Markup

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show street patch for driveway approach, include COP driveway approach detail.. sheet 3

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Include Street Patch Detail , Sheet 3

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Indicate sidewalk replacement extents, sheet 3

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Detail not found on this sheet. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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No hatch shown in EXISTING ASPHALT Legend box, but existing asphalt in drawing is hatched. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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EXISTING CONCRETE TO REMAIN hatch does not match existing sidewalks which are proposed to remain. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing curb to remain symbol does not match symbol used on plans. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing Edge of Pavement symbol does not match symbol used on plans. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Remove tree labels, Typical Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing Concrete hatching legend does not match existing concrete hatching on plan. Typical Sheets C3-C5. [Copperberry-D-Civil 2022-11-06, Sheet C3]

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Hatching not applied to proposed on-site sidewalks. Typical Sheets C3-C4. [Copperberry-D-Civil-2022-11-06, Sheet C3]

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Proposed Asphalt hatching not shown. Typical Sheets C4-C5. Show all paving improvements consistently across sheets, or designate a sheet for paving design. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Proposed concrete Sidewalk hatching is incomplete or labels are misplaced. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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Sewer slopes are proposed at 50%. Confirm slope and angle of pipe for conformance with general standards. Angle should not exceed 45 degrees. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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What do the circles represent? How does the 8-inch PVC work with the pavement swale? What is a pavement swale? Provide rationale for not using traditional conveyance. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Provide rationale or standard to allow free drainage at or near the property line. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Provide and/or show details of emergency overflow for IG. Ensure that overflow meets requirements of the SWMMWW V-5.3 General Design Criteria for Infiltration BMPs. [Copperberry-D-Civil-2022-11-06, Sheet C4]

Other/Miscellaneous

COST ESTIMATE Submit the OFF-SITE portion of the estimate. Include all storm pipes, erosion control, and water meters and pipes. It is difficult to tell from the hatching but reviewers estimate on site sidewalks at over 400 square yards. Verify and revise if appropriate. If no line exists within the estimate template for a significant item (one that requires inspection or has significant cost), then include the item on a Miscellaneous Items line. TRAFFIC Engineering has requested a half street improvement and city standard illumination/street lighting. These items should be included in the estimate, also.

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Both basins have the same name. [Drainage Report 2022-11-06, Page 20/105]

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Remove DRAFT stamp prior to final submittal, all sheets. [Drainage Report 2022-11-06, Page 40/105]

Other/Miscellaneous

During Preliminary Site Plan the city requested half street improvements and illumination/street lights. Include or address these items in the next submittal.

Other/Miscellaneous

Fade back existing utilities and bold proposed utilities consistant with legends.

Other/Miscellaneous

Include City Engineer and FIRE approval blocks on appropriate sheets. See CoP engineering standards for placement.

Other/Miscellaneous

Water plan is in index of Civil Plans but was submitted separately for Fruitland Mutual Water Company review. Include W1 in future submittals as part of plan set and insert as the last page for review program continuity.

Other/Miscellaneous

Include the following City of Puyallup Standard Details: 01.01.20 for water line trenching restoration. Ensure plans are updated to match. 01.02.03 - see planning and water comments 01.02.09 for water line trenching restoration as applicable Replace 01.02.18 with 01.02.17. The alternate is to be used when grades create a site constrint. 02.01.03 for catch basins against guttters 06.01.01 for trenching backfill

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These details repeated on next sheet. [Copperberry-D-Civil 2022-11-06, Sheet C8]

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Flow routed through these parking lot CBs appears to not flow through the Stormfilter Catch Basin. Revise or clarify. [Copperberry-D-Civil-2022-11-06, Sheet C4]

Other/Miscellaneous

Water Plan states that Fire Service Line Plan will be submitted separately by others. Fire Service Line Plan not found in current submittal.

Other/Miscellaneous

Fire Service Line design and Illumination Plan are both deferred and current submittal says they will be "by others". Both plans are required to be submitted, reviewed and approved before the civil permit can be issued.

Other/Miscellaneous

The cost estimate is incomplete. Refer to the following for resubmittal. If the item is not specifically listed then include it on the MISC line and provide the estimated cost of the item: a. Include: ON SITE storm drainage pipe b. Include: ON SITE erosion control c. Include: ON SITE Stormtech Infiltration Gallery d. Move to: ON SITE water services/meters e. Include: ON SITE water pipes f. Include: On site DCVAs for domestic services, fire line and irrigation as required

Other/Miscellaneous

Include cross-connection protection devices conforming to Fruitland Mutual Water/City of Puyallup standards. See PMC 14.02.220(3) and City Design Standards 302.2(2).

See Document Markup

Identify these symbols in legend. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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Fade back existing utilities, all sheets. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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What does this symbol represent? Clarify and include in legend. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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Some notes are offset, all sheets. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C2]

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CBs in PGIS areas that are not designated to receive flow and are not routed through the Contech Storm Chambers shall be specified with solid lids. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C4]

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The city has reason to believe that these pipe runs (storm and sewer) are straighter than depicted and do not veer in the manner portrayed, and are actually in the easement. It is suspected that the survey control was corrupted. This is important because of the conflict between the utility easement and the proposed wall. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C4]

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Clearly show the entire easements continuing all of the way across. Demonstrate that the retaining wall will not be within the easements. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C4]

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Con entrance measures 65'. Detail specifies 100'. [Copperberry-D-civil-2023-04-10-RESUB, Sheet C2]

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Include true elevations for the NYOPLAST overflow outlet on plans. [Copperberry-D-Civil-2023-04-10 - RESUB, Sheet C4]

See Document Markup

Correct to 10th Street, multiple locations. [Copperberry-R-Drainage Report-2023-04-08 - RESUB]

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Trench bed dimensions do not match plan dimensions. Use the ADS Stormtech Chambers element for routing in the model. https://www.clearcreeksolutions.info/commercial-elements [Copperberry-R-Drainage Report-2023-04-08 - RESUB, WWHM Model Pg.7]

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Correct typo as indicated. [Copperberry-R-Drainage Report-2023-04-08 - RESUB, Pg. 98/107]

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Clarify purpose of this section and the significance of the 3 POCs. [Copperberry-R-Drainage Report-2023-04-08 - RESUB, Pg. 99/107]

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The City would like to discuss the possibility of an access road and expanded easement to maintain the utilities to the west and north of the proposed development. This would require coordination between the developer, and multiple city departments.

Other/Miscellaneous

Maximum Driveway grade is 10%.

Other/Miscellaneous

Provide FDC, PIV Locations on site plan

Other/Miscellaneous

A dedicated fire hydrant is required to be within 10-15' of both FDC's

Other/Miscellaneous

Vault is in fire lane and will need to be fire apparatus rated per the 2018 IFC Appendix D section D102

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The sanitary sewer main does not cross over the existing storm pipe. They run parallel to one another. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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Existing plugged lateral stubs exist along this sanitary main, adjust placement of proposed laterals to utilize them. Exact measurements will be provided to engineering. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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Provide a gravel base driveway over the entirety of the 12 foot easement for maintenance vehicle access to storm utility piping and structure at the northwest corner of property. [Copperberry-D-Civil-2023-04-10 - RESUB]

See Document Markup

Place removable bollards behind sidewalk at beginning of maintenance access driveway. [Copperberry-D-Civil-2023-04-10 - RESUB]

See Document Markup

Remove all vegetation/trees growing within 10 feet or impacting access to utility structures. [Copperberry-D-Civil-2023-04-10 - RESUB]

See Document Markup

Provide approach for new maintenance access with any applicable design required. [Copperberry-D-Civil-2023-04-10 - RESUB]

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Landscape Plan with Utility Overlay Sheet L-1: The City of Puyallup has a 16-inch transmission water main that runs on the west edge of 10th St SE. The proposed trees behind the sidewalk look to be places 10-feet from water main. To better protect the City infrastructure please provide a root barrier at the west edge of sidewalk.

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Copperberry-D-Civil Sheet C5 of 9: The City of Puyallup owns a 16-inch water transmission main that is located around the west curb line. Please call this out on the plan set.

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Copperberry-D-Civil-2023-04-10 - RESUB Sheet C5 of 10: The proposed water services and the existing fire hydrant on the east side of 10th St SE is off of Fruitland Mutuals water main on the east side of 10th St SE. The existing fire hydrant on the west side of 10th St SE is the only thing attached to the City of Puyallup 16-inch water main on the west side of 10th St SE.

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The two parking stalls closest to 10th St SE do not meet MX performance standards for sight distance per PMC 20.31.040(11)(b). Sight triangle shown on plans. Relocate stalls from current location. [CIVIL C1]

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Show half-street grind/overlay on plans. Per preliminary site plan review: " Based on the current condition of 10th St SE (poor), half-street grind & overlay will be required." [CIVIL C3]

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Design must show that existing curb/gutter/sidewalk meet standards. Per preliminary site plan review: "Depending on condition and ADA compliance, the existing sidewalk can remain" [CIVIL C4]

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Design must provide a separate street light design. Per preliminary site plan review: "(2) Streetlights will be required along frontage spaced approximately 150ft apart." [CIVIL C4]

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Per preliminary site plan "To minimize possible sight distance concerns, street trees adjacent to proposed driveway must have narrow foliage characteristics and branches high up on trunk (+7ft). Please coordinate with planning dept to spec proper species." [LANDSCAPE TR-1]

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Per preliminary site plan "To minimize possible sight distance concerns, street trees adjacent to proposed driveway must have narrow foliage characteristics and branches high up on trunk (+7ft). Please coordinate with planning dept to spec proper species." [LANDSCAPE TR-1]

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Provide grade of proposed driveway

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Clarify if walls are proposed behind sidewalk. Per preliminary site plan: "Site plan shows conceptual retaining wall behind sidewalk that may require handrail. Engineer to evaluate the need for ADA compliant handrail at this location.

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Provide grade of proposed driveway [CIVIL C4]

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Clarify if walls are proposed behind sidewalk. Per preliminary site plan: "Site plan shows conceptual retaining wall behind sidewalk that may require handrail. Engineer to evaluate the need for ADA compliant handrail at this location. [CIVIL C4]

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Type III

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Type III

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Type II

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Type III?

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Water line?

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Add the following details: - street tree planting strip detail https://www.cityofpuyallup.org/DocumentCenter/View/5286/010207_street-tree-planting-in-planting-strip?bidId= - root barrier detail https://www.cityofpuyallup.org/DocumentCenter/View/5288/010208a_soil-amendment-and-depth?bidId= [landscape set, TR-1]

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Please estimate the total top soil required to meet VMS 8.2 soil quantity and quality standards 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. [landscape set, L-1]

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Show water lines on the landscape set sheets [landscape set, L-1]

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Remove the proposed tree as it is located too close to the water line [landscape set, L-1]

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Trees that are proposed on the west, interior to the 15ft vegetation easement are being proposed over SD and S lines. They will that need to be removed [landscape set, L-1]

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Trees are required to be a minimum distance of 10ft from SD and S lines [landscape set, L-1]

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Remove the proposed tree as it is located too close to the water line [landscape set, L-1]

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measure distance from SD and S lines

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Type IV street tree are required, please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

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Propose at least two different large street tree species to meet the variety requirement. Please see VMS 12.10 - large street trees for options and propose street trees accordingly [landscape set, L-1]

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Please replace planting note #5.1. with the following general soil requirements from VMS 8.2A "A minimum of eight (8) inches of topsoil, 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 topsoil, as described above, shall generally be achieved by placing five inches Page 12 of 51 (5”) of imported sandy loam topsoil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth." [landscape set, L-2]

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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 per VMS 8.3. Please change planting note #9 to reflect this requirement [landscape set, L-2]

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1-1/4" CAL.

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1-1/4" CAL.

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1-1/2" CAL.

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2" CAL

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1-1/4" CAL

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1-1/4" CAL.

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15' WEST PROPERTY LINE NATIVE PLANTING AREA

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1

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20'-0"

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All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials. [landscape set, TR-1]

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Per the VMS 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. Please call out natives on the plant schedule for easy identification. [landscape set, L-1]

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Root barriers, in accordance with city standards, are required for all street trees in planter strips less than 8’ in width; a minimum of 8’ of linear protection along the edge of the sidewalk adjacent to the street tree shall be provided, using a minimum 24” deep root barrier panels. See city standards #01.02.07 and #01.02.03 for further details. [landscape set, L-2]

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The proposed shrubs within the sight distance triangle may not exceed three feet above the local finished grade at maturity. Please replace the rhododendron with a substitute shrub that will meet this requirement per VMS 6.5 [landscape set, L-1]

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Has the tree retention plan been updated since the grading plan was submitted? The arborist may have recommendations that change based on the update grading plan if you are grading too close to the trees. Please respond as part of the re-submittal. [landscape set, TR-1]

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The striped ADA loading zone appears to be directly in front of the first garage door for both the north and south building. Is this intentional? [civil, C1]

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The sanitary sewer main does not cross over the existing storm pipe. They run parallel to one another. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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Existing plugged lateral stubs exist along this sanitary main, adjust placement of proposed laterals to utilize them. Exact measurements will be provided to engineering. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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show street patch for driveway approach, include COP driveway approach detail.. sheet 3

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Include Street Patch Detail , Sheet 3

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Indicate sidewalk replacement extents, sheet 3

Other/Miscellaneous

Maximum Driveway grade is 10%.

Other/Miscellaneous

Provide FDC, PIV Locations on site plan

Other/Miscellaneous

A dedicated fire hydrant is required to be within 10-15' of both FDC's

Other/Miscellaneous

Vault is in fire lane and will need to be fire apparatus rated per the 2018 IFC Appendix D section D102

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Detail not found on this sheet. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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No hatch shown in EXISTING ASPHALT Legend box, but existing asphalt in drawing is hatched. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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EXISTING CONCRETE TO REMAIN hatch does not match existing sidewalks which are proposed to remain. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing curb to remain symbol does not match symbol used on plans. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing Edge of Pavement symbol does not match symbol used on plans. Typical, Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Remove tree labels, Typical Sheets C2-C5. [Copperberry-D-Civil-2022-11-06, Sheet C2]

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Existing Concrete hatching legend does not match existing concrete hatching on plan. Typical Sheets C3-C5. [Copperberry-D-Civil 2022-11-06, Sheet C3]

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Hatching not applied to proposed on-site sidewalks. Typical Sheets C3-C4. [Copperberry-D-Civil-2022-11-06, Sheet C3]

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Proposed Asphalt hatching not shown. Typical Sheets C4-C5. Show all paving improvements consistently across sheets, or designate a sheet for paving design. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Proposed concrete Sidewalk hatching is incomplete or labels are misplaced. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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Sewer slopes are proposed at 50%. Confirm slope and angle of pipe for conformance with general standards. Angle should not exceed 45 degrees. [Copperberry-D-Civil-2022-11-06, Sheet C5]

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What do the circles represent? How does the 8-inch PVC work with the pavement swale? What is a pavement swale? Provide rationale for not using traditional conveyance. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Provide rationale or standard to allow free drainage at or near the property line. [Copperberry-D-Civil-2022-11-06, Sheet C4]

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Provide and/or show details of emergency overflow for IG. Ensure that overflow meets requirements of the SWMMWW V-5.3 General Design Criteria for Infiltration BMPs. [Copperberry-D-Civil-2022-11-06, Sheet C4]

Other/Miscellaneous

COST ESTIMATE Submit the OFF-SITE portion of the estimate. Include all storm pipes, erosion control, and water meters and pipes. It is difficult to tell from the hatching but reviewers estimate on site sidewalks at over 400 square yards. Verify and revise if appropriate. If no line exists within the estimate template for a significant item (one that requires inspection or has significant cost), then include the item on a Miscellaneous Items line. TRAFFIC Engineering has requested a half street improvement and city standard illumination/street lighting. These items should be included in the estimate, also.

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Both basins have the same name. [Drainage Report 2022-11-06, Page 20/105]

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Remove DRAFT stamp prior to final submittal, all sheets. [Drainage Report 2022-11-06, Page 40/105]

Other/Miscellaneous

During Preliminary Site Plan the city requested half street improvements and illumination/street lights. Include or address these items in the next submittal.

Other/Miscellaneous

Fade back existing utilities and bold proposed utilities consistant with legends.

Other/Miscellaneous

Include City Engineer and FIRE approval blocks on appropriate sheets. See CoP engineering standards for placement.

Other/Miscellaneous

Water plan is in index of Civil Plans but was submitted separately for Fruitland Mutual Water Company review. Include W1 in future submittals as part of plan set and insert as the last page for review program continuity.

Other/Miscellaneous

Include the following City of Puyallup Standard Details: 01.01.20 for water line trenching restoration. Ensure plans are updated to match. 01.02.03 - see planning and water comments 01.02.09 for water line trenching restoration as applicable Replace 01.02.18 with 01.02.17. The alternate is to be used when grades create a site constrint. 02.01.03 for catch basins against guttters 06.01.01 for trenching backfill

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These details repeated on next sheet. [Copperberry-D-Civil 2022-11-06, Sheet C8]

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