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HomeMy WebLinkAbout2016-06-24 ISG Follow Up to Stantec 06-17-16 Review June 24, 2016 11111 City of Oak Park Heights Mr. Lee M. Mann, P.E. City Engineer 14168 Oak Park Blvd. N., P.O. Box 2007 Oak Park Heights, MN 55082-2007 Project Title: Pizza Ranch Oak Park Heights Address: 5785 Minnesota Avenue North Oak Park Heights, MN 55082 Lee: I+S Group, Incorporated (ISG) has received your plan review letter that was addressed to Eric Johnson, the City of Oak Park Heights Administrator. We would like to thank you for your time to review the project and your comments in regards to the design of the project. I would like to offer the following information to assist in the completion of your plan review process. Our responses are organized below to follow and correspond with your plan review observations. CO O Sheet C1.11 — Existing Site and Removals Plan N 1. The note regarding removal of the cul-de-sac pavement refers to the work being performed by the City. The City will not be performing this work; it is a requirement of the CO development. W [ISG Response]: Note has been changed to include removal of cul-de-sac pavement with site work. 0 W Sheet C2.11 — Site Plan U) 1. The notes regarding the paving of the cul-de-sac, installation of the cul-de-sac curb and gutter, and storm outlet curb cut, refers to the work being performed by the City. The City will not be performing this work; it is a requirement of the development. [ISG Response]: Note has been changed to include paving, installation of curb & gutter, and storm curb outlet for cul-de-sac with site work. 2. The base course for the paving of the cul-de-sac will be SP 12.5 Non-wearing course (SPNWB 230 B). The wear course for the paving of the cul-de-sac will be SP 12.5 wearing course (SPWEB 240 C) [ISG Response]: A pavement section detail and specification section has been included for the cul-de-sac paving. I+S GROUP infofiis•Lrptom + www.is-grp.com I+S GROUP 3. Indicate the construction of the 6-foot bituminous pathway per City Standard Detail Plate STR-39, "Typical Section For Bituminous Pathway". The bituminous pavement for the pathway will be SPNWB 230 B. [ISG Response]: A pavement section detail and specification section has been included for the path paving. Sheet C2.12 - Utility Plan 1. Connections to the City's sewer and water systems shall be per the City's standards and detail plates. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. [ISG Response]: This is noted in the plans. 2. Make the sanitary sewer connection as per City Standard Detail Plate SER-6, "Pvc Sanitary Service Saddle Connection". [ISG Response]: The detail has been included in the plans. O O 3. Indicate the connection method(s) to the City's water main. CV [ISG Response]: A note has been added on the plans. t0 4. Provide Riprap at the storm sewer outlet at the ditch along MN State Trunk Highway No. 5 (now County Road 14) per City Standard Detail Plate STO-13, "Riprap At Outlets". Obtain any necessary permits to discharge to the County ditch. 0 [ISG Response]: The detail has been included in the plans w D Sheet C3.11, C4.11 — Grading Plan, SWPPP (Erosion Control) Cf) 1. The proposed drainage swales on the southwest and northwest sides of the project are located within the proposed City drainage and utility easement. As such, the ownership and maintenance of these swales would be the responsibility of the City. All other stormwater facilities, outside the City's drainage and utility easement, as well as the parking lot curb and gutter and storm outlet curb cuts that encroach into the proposed drainage and utility easement, shall be considered private and shall be owned and maintained by the Owner. [ISG Response]: Noted. 2. Provide a detail of the cul-de-sac. Show the curb grades all the way around the cul-de-sac and at the tie-in points with Morning Dove Avenue. Clarify flowline grades and flow patterns. Show the highpoint grade in the middle of the cul-de-sac. [ISG Response]: Flowline grades and spot elevations have been added to the cul- de-sac. Pizza Ranch Oak Park Heights City Engineering Response Letter June 24,2016 Page 2 of 4 I+S GROUP 3. Submit the most up to date electronic CAD file(s) for the grading plan for the City to use to coordinate grading with adjacent properties. [ISG Response]: A CAD file for grading will be sent via email. 4. Clarify the difference between the hatched and shaded turf reinforcement mat on the erosion control sheet legend. Category 3 turf reinforcement mat is composed of polypropylene. [ISG Response]: SWPPP Legend has been revised to show turf reinforcement mat and sodded areas. 5. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. [ISG Response]: Noted. CD Storm Sewer/Storm Water Management N 1. The project is subject to review by the Brown's Creek Watershed District. The City shall be provided a copy of the permit approval letter from the BCWD. CV CO CD [ISG Response]: Plans have been submitted to the BCWD for review and an W approval letter has been included in the attachments. Civil Details 0 W 1. Ensure that details which have a corresponding City detail plate are consistent with the City's details. C.� [ISG Response]: Corresponding City details have been included in the plans. General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. [ISG Response]: Noted. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Brown's Creek Watershed District. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. [ISG Response]: Owner will comply with the requirements and obtain necessary permits prior to construction. Pizza Ranch Oak Park Heights City Engineering Response Letter June 24,2016 Page 3 of 4 I+S GROUP 3. Parking, lighting, landscaping and building to be reviewed by others. [ISG Response]: Noted. 4. The Owner shall be responsible for obtaining all required permits. [ISG Response]: Noted. 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. The City's details can be provided upon request. [ISG Response]: Noted. Please respond in writing to any responses above that you may interpret differently than what I have. Also, if I can be of any further assistance to the items mentioned above, or any issues that may arise throughout the referenced project, please do not hesitate to contact me. Sincerely, CO O Joey Wendinger Project Manager (D O Attachments: Pizza Ranch — Oak Park Heights Site Plans 06-23-2016 W BCWD Permit Review Letter a Cc: Ernie Swanson (Pizza Ranch) W Quintin Van Es (Pizza Ranch) CO Julie Hultman (City of Oak Park Heights) 07 Eric Johnson (City of Oak Park Heights) Keaton Taylor(Hastco Construction) Pizza Ranch Oak Park Heights City Engineering Response Letter June 24,2016 Page 4 of 4 Stantec Consulting Services Inc. 2335 Highway 36 West St.Paul MN 55113 Tel: (651) 636-4600 Stantec Fax: (651) 636-1311 June 17,2016 Mr.Eric Johnson,Administrator City of Oak Park Heights • 14168 Oak Park Blvd.N.,P.O.Box 2007 Oak Park Heights,MN 55082-2007 Reference: Pizza Ranch— Construction Plan Review Dear Eric, We have reviewed the construction plans submitted on 6-13-2016 regarding the proposed Pizza Ranch. Following are our comments and recommendations: Sheet C1.ii—Existing Site and Removals Plan cD • 1. The note regarding removal of the cul-de-sac pavement refers to the work being performed by the City. The City will not be performing this work;it is a requirement of d= the development. 0 Sheet C2.11—Site Plan W H 1. The notes regarding the paving of the cul-de-sac,installation of the cul-de-sac curb and gutter,and storm outlet curb cut,refers to the work being performed by the City. The w City will not be performing this work;it is a requirement of the development. CO 2. The base course for the paving of the cul-de-sac will be SP 12.5 Non-wearing course (SPNWB 230 B). The wear course for the paving of the cul-de-sac will be SP 12.5 wearing course(SPWEB 24o C) 3. Indicate the construction of the 6-foot bituminous pathway per City Standard Detail Plate STR-39,"Typical Section For Bituminous Pathway". The bituminous pavement for the pathway will be SPNWB 230 B. Sheet C2.12-Utility Plan 1. Connections to the City's sewer and water systems shall be per the City's standards and detail plates. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. 2. Make the sanitary sewer connection as per City Standard Detail Plate SER-6,"Pvc Sanitary Service Saddle Connection". Design with community in mind Mr.Eric Johnson Page 2 of 3 Reference:Pizza Ranch-Construction Plan Review 3. Indicate the connection method(s)to the City's water main. 4. Provide Riprap at the storm sewer outlet at the ditch along MN State Trunk Highway No.5(now County Road 14)per City Standard Detail Plate STO-13,"Riprap At Outlets". Obtain any necessary permits to discharge to the County ditch. Sheet C3.11,C4.11—Grading Plan,SWPPP(Erosion Control) 1. The proposed drainage swales on the southwest and northwest sides of the project are located within the proposed City drainage and utility easement. As such,the ownership and maintenance of these swales would be the responsibility of the City. All other stormwater facilities,outside the City's drainage and utility easement,as well as the parking lot curb and gutter and storm outlet curb cuts that encroach into the proposed CO drainage and utility easement,shall be considered private and shall be owned and maintained by the Owner. 2. Provide a detail of the cul-de-sac. Show the curb grades all the way around the cul-de- 0 sac and at the tie-in points with Morning Dove Avenue. Clarify flowline grades and flow W patterns. Show the highpoint grade in the middle of the cul-de-sac. 0 3. Submit the most up to date electronic CAD file(s)for the grading plan for the City to use W to coordinate grading with adjacent properties. 4. Clarify the difference between the hatched and shaded turf reinforcement mat on the erosion control sheet legend. Category 3 turf reinforcement mat is composed of polypropylene. 5. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Storm Sewer/Storm Water Management 1. The project is subject to review by the Brown's Creek Watershed District.The City shall be provided a copy of the permit approval letter from the BCWD. Civil Details 1. Ensure that details which have a corresponding City detail plate are consistent with the City's details. General Comments Design with community in mind Mr.Eric Johnson Page 3 of 3 Reference:Pizza Ranch—Construction Plan Review 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Brown's Creek Watershed District. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. 3. Parking,lighting,landscaping and building to be reviewed by others. 4. The Owner shall be responsible for obtaining all required permits. 0 0 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. The City's details can be provided upon request. N 0 If you have any questions or require further information,please do not hesitate to contact me. W Regards, W STANTEC CONSULTING SERVICES INC. (1) 4311 )1141. — Lee M.Mann,P.E. 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