HomeMy WebLinkAbout2018-09-20 Stantec Plan Review - 09-20 Galloway ResponseSeptember 20, 2018
Lee Mann
City Engineer
2335 Highway 36 West
St. Paul, MN 55113
Re: Public Storage – Plan and Drainage Design Review
Dear Lee,
Please find below our re-submittal package addressing the comments received on September
20, 2018. To facilitate your review, we have included the original comments in italicized font,
and have provided our responses in bold.
Sheet C4.1 – Utility Plan
·The plan view still indicates PVC watermain; the City requires ductile iron pipe for
watermain.
Response:Labels have been changed to reflect ductile iron pipe in addition to
the materials note previously addressed.
·Include Detail Plate WAT-3, GATE VALVE AND BOX INSTALLATION.
Response: Detail plate added to sheet C4.2.
·The hydrants and associated valves do are not shown on the plan view per the detail
plate WAT-9. The valves need to be three feet from the hydrant.
Response: Valves have been moved to be 3’ from hydrant.
·All fittings need to be epoxy coated.
Response: Note #15 has been added specifying this.
·All water main pipe needs to be wrapped in poly for corrosion protection.
Response: Note #16 has been added specifying this.
·It would be helpful to utilize the hexagonal symbol with the ID number for the
Crossing Table, to tie to the symbols on the plan view.
Response: Hex symbols added to ID number on Crossing Table.
Lee Mann
Public Storage, 5710 Memorial Avenue North
September 11, 2018
·Locate the watermain joints as far as possible from the crossing with the sanitary
service (crossing #4).
Response: The note calling out the crossing has been revised to specify this.
·There is a 4” sanitary service shown on the plan that parallels Memorial Avenue from
the existing manhole to the point where the 4” service connection is being made to
the existing 8” PVC.
Response: This line was in error and has been removed. Only the 8” main
below remains.
·The pavement removed for the sanitary service connection shall be replaced in kind.
Response: A note labelling this has been added to the utility plan.
·The sewer and water systems that service the property will be privately owned and
maintained.
Response: Note number 19 has been added to indicate this.
Sheet C4.2-3 – Utility Details
·Include Detail Plate WAT-3, GATE VALVE AND BOX INSTALLATION.
Response: This detail has been added.
·On sheet C4.2, Plate WAT-8 is shown twice.
Response: The duplicate has been removed.
·On sheet C4.3, Plate WAT-9 is shown twice.
Response: The duplicate has been removed.
Stormwater Drainage Review
·Provide the City with documentation of the conditions and approval from Brown’s
Creek Watershed District.
Response: The erosion control permit is currently in for administrative review
with Brown’s Creek per BCWD rule 3. Final notice of approval will be provided
upon receipt. Per the email included with this letter, this site falls within the
Kern’s Pond drainage area. No stormwater drainage permit is needed, per
Lee Mann
Public Storage, 5710 Memorial Avenue North
September 11, 2018
BCWD rule 2, since the pond is equipped to handle the drainage area of the
site.
General Comments
·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.
Response: Noted.
·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.
Response: Noted.
·Parking, lighting, landscaping and building improvements to be reviewed by others.
Response: Noted.
·The Owner shall be responsible for obtaining all required permits.
Response: Noted.
·Utility construction and improvements in the right-of-way need to conform to the
City’s Standard Detail Plates. The City’s details will be provided upon request.
Response: Noted.
Sincerely,
Galloway & Company, Inc.
Adam Koester
Applicant
AdamKoester@GallowayUS.com
1
Adam Koester
From:Karen Kill <KKill@mnwcd.org>
Sent:Monday, April 9, 2018 12:29 PM
To:Adam Koester
Cc:Jeff Weeder; Eric Johnson
Subject:RE: Public Storage - Oak Park Heights, MN - Drainage Memo
Adam,
Thank you for contacting me regarding the proposed redevelopment activity at the Public Storage in the Kern Center in Oak Park
Heights, MN. From our discussion and information you sent over last Friday, I understand that the redevelopment activity will
decrease impervious area by 7,200 sq. ft. resulting in a net decrease in developed runoff from the site. I understand that all
disturbance activity and impervious will be within the Kern Center Pond subwatershed (highlighted in blue below). Although a
Brown’s Creek Watershed District permit will be required, I agree that the project will be subject to the Kern Center Pond agreement
with the city of Oak Park Heights, which will satisfy BCWD Rule 2.0 Stormwater Management.
Please let me know if you have any further questions.
Best Regards,
Karen
Karen Kill
Administrator
Brown’s Creek Watershed District
455 Hayward Ave N
Oakdale, MN 55128
651-330-8220 x26 (office)
651-331-8316 (cell)
www.bcwd.org
2
From: Adam Koester [mailto:AdamKoester@gallowayus.com]
Sent: Friday, April 06, 2018 9:18 AM
To: Karen Kill
Cc: Jeff Weeder
Subject: Public Storage - Oak Park Heights, MN - Drainage Memo
Hi Karen,
Thanks for taking the time to discuss the Public Storage project with us yesterday. As we discussed, attached is our
proposed grading and drainage plan and a memo discussing the proposed drainage system. As we discussed we have
submitted our CUP application to Oak Park Heights and one of their comments is that we confirm that the district is in
concurrence with our proposed drainage concept so we would appreciate some correspondence on this matter. Thanks
for your time and efforts on this!
Galloway
Planning. Architecture. Engineering.
ADAM KOESTER,PE, CPESC, CIVIL ENGINEERING PROJECT MANAGER, ASSOCIATE
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
303.887.4104 C
AdamKoester@GallowayUS.com
www.GallowayUS.com
Colorado | Utah | California
Licensed in more than 40 states to better serve you.
This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination,
disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway & Company, Inc. considers any
design data to be in final form only when plotted, stamped and signed. Galloway & Company, Inc. assumes no responsibility for the unauthorized use of this data.
SSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W W
MEMORIALAVENUENORTHEXISTINGBUILDING10,025SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING16,172SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING14,989SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING10,000SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING6,703SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING11,660SQ.FT.(ATEXTERIORFOOTPRINT)EXISTINGBUILDING22,344SQ.FT.(ATEXTERIORFOOTPRINT)EXISTING BUILDING
11,192 SQ.FT.
(AT EXTERIOR FOOTPRINT)WWWWSS SS SS
W
STMSTMSTMSS SS
N30°56'15"E481.27N54°53'32"W 835.00
N35°06'28"E480.00N54°53'32"W 800.00
U T UTWWWWWWWWWUTUTUTUTUTUTUTUTUTUTUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTSTM STM STM STMX G G
UE UE UEUE
UEXXXXX
X X X X X X X X X X X X X X X X X X X XUEUE
UE
UE
UE
UE
U T
WWWWWWWWWWWWWWWWWWWWWWWW W W
W W W
WW
WWWWWWWWWWLOBBY
PUBLIC STORAGE
CANOPY =2,123 SF
STORAGE BLDG
FOOTPRINT =39,375 SF
TOTAL BLDG
FOOTPRINT =41,498 SF
3 STORIES
TOTAL STORAGE
BLDG =120,248 SF
TOTAL BUILDING =122,371 SF
FFE =943.86
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W
6''W
6''W
6''W 6''W
1 1/2''WUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U
E
UEG G GGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G
UT UT UTUTUTUTUT UT UT UT UT UT UT UT UT UT
UT
4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS
ASSUMED LOCATION OF
EXISTING WATER LINE.
CONTRACTOR TO VERIFY.
SIZE ASSUMED 6"CONNECT TO EXISTING WATER MAIN.
CONTRACTOR TO VERIFY EXISTING
LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
PROPOSED WATER LINE
TO CONNECT TO EXISTING
STUB. CONTRACTOR TO
VERIFY ELEVATION PRIOR
TO CONSTRUCTION.
36.02' 6" DIP
25.74'6"DIP
26.80' 6" DIP
3.00' 8" DIP
4
0.
5
3'
8"
D
I
P
167.74'8"PVC
16.61' 8" DIP
8.16' 8" DIP
50.03' 6" DIP
15.71' 6" DIP
11.23' 8" DIP
221.68' 8" DIP
8" 45 DEGREE BEND
N=204600.83
E=494115.35
8" 45 DEGREE BEND
N=204577.02
E=494120.55
8" 45 DEGREE BEND
N=204416.53
E=494348.97
8" 45 DEGREE BEND
N=204376.01
E=494348.97
8" 45 DEGREE BEND
N=204928.27
E=494346.68
8" 45 DEGREE BEND
W/ 8" X 6" REDUCER TO SE
N=204930.81
E=494360.68
1.5" DOMESTIC SERVICE TAP
W/ CORP STOP
N=204734.65
E=494210.64
8" X 6" SWIVEL TEE
W/ THRUST BLOCK & GATE VALVE W/ BOX
TO THE NORTHWEST
N=204727.33
E=494206.81
8" X 6" SWIVEL TEE
W/ THRUST BLOCK & GATE VALVE W/ BOX
TO THE NORTHWEST
N=204710.54
E=494193.71
8" X 6" SWIVEL TEE
W/ THRUST BLOCK & GATE VALVE W/ BOX
TO THE NORTHWEST
N=204914.59
E=494337.19
8" X 6" SWIVEL TEE
W/ THRUST BLOCK & GATE VALVE W/ BOX
TO THE NORTHWEST
N=204623.76
E=494132.77 8" X 6" SWIVEL TEE
W/ THRUST BLOCK & GATE VALVE
TO THE SOUTHWEST
N=204543.97
E=494167.58
8" GATE VALVE & BOX
W/ 8"X6" REDUCER TO SE
N=204280.18
E=494484.81
50.03' 1 12" TYPE K COPPER
8" GATE VALVE
N=204626.23
E=494134.46
8" GATE VALVE
N=204545.70
E=494165.1321.30'8"DIPCONNECT TO EXISTING GAS LINE IN
ROAD.CONTRACTOR TO COORDINATE
WITH UTILITY PROVIDER PRIOR TO
CONSTRUCTION.FIRE HYDRANT ASSEMBLY
FLANGE=943.71
N=204929.94
E=494314.96
FIRE HYDRANT ASSEMBLY
FLANGE=943.61
N=204731.71
E=494163.63
FIRE HYDRANT ASSEMBLY
FLANGE=942.65
N=204639.49
E=494110.17
FIRE HYDRANT ASSEMBLY
FLANGE=941.15
N=204530.82
E=494158.32
ABANDONED SEPTIC
SYSTEM TO BE REMOVED IF
ENCOUNTERED. PROVIDE AS
BID ALTERNATE.
54.48' 8" DIP
3.00' 8" DIP
3.00' 8" DIP
103.04'8"DIPEXISTING PRIVATE WELL TO BE
REMOVED.SEE DEMO PLAN.
8" GATE VALVE W/ BOX
N=204930.27
E=494357.73
23.92'8"DIP28.35'8"DIPPAVEMENT REMOVED
FOR SANITARY
CONNECTION SHALL BE
R EPLACED IN KIND.
LOCALIZED WATER LOWERING
BENEATH SANITARY SERVICE.
CONTRACTOR SHALL CENTER ONE FULL
STICK OF WATER PIPE AT CROSSING
CLEAR=± 2.00
N=204888.56
E=494318.77
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD
SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:H:\PublicStorage\MN,OakParkHeights-PS000050-5710MemorialAveN\CADD\3CD\PS050_C4.1-UtilPlan.dwg-AdamKoester-2015-04-16PS0000050
07/03/2018
1
2
OWNERSHIP AND MAINTENANCE
ALL STORM SEWER LINES AND APPURTENANCES, INCLUDING THE DOWNSPOUT COLLECTION
SYSTEM, PROPOSED AS A PART OF THIS PLAN WILL BE PRIVATELY OWNED AND MAINTAINED BY
THE PROPERTY OWNER THEREOF OR THEIR ASSIGNS.
SCHEDULE
INSTALL PAD &TRANSFORMER PER UTILITY PROVIDER STANDARDS
2
3
PROPOSED 6-INCH FIRE SUPPRESSION SERVICE
7
PROPOSED 1.5-INCH DOMESTIC SERVICE
8
4
EXISTING WATER MAIN TO REMAIN.SIZE TO BE VERIFIED BY CONTRACTOR
5
1
6
9
REMOVE EXISTING FIRE HYDRANT
BUILDING CONNECTION FOR FIRE SUPPRESSION SERVICE WITH INTERNAL
DOUBLE DETECTOR CHECK VALVE
BUILDING CONNECTION DOMESTIC WATER SERVICE WITH INTERNAL REDUCED PRESSURE
BACK FLOW PREVENTER
INSTALL SECONDARY ELECTRICAL.2"SCH 40 PVC CONDUIT AND CONDUCTOR BY CONTRACTOR
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY
COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS
RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR
TO STARTING WORK
LEGAL DESCRIPTION
PROPERTY DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE COMMITMENT
NUMBER NCS-865695-LA2.
LOTS EIGHT (8), NINE (9), AND TEN (10), BLOCK TWO (2), KERN CENTER 2ND ADDITION,
WASHINGTON COUNTY, MINNESOTA.
BASIS OF BEARING
THE BEARINGS SHOWN ON THE SURVEY ARE BASED ON THE WASHINGTON COUNTY
COORDINATES N.A.D. 1983 (1986 ADJ.), US SURVEY FEET AND THE VERTICAL DATUM IS N.A.V.D.
1988, HOLDING TO MINNESOTA DEPARTMENT OF TRANSPORTATION CONTROL POINT "8214M",
CONTOURS SHOWN AT 1 FOOT INTERVALS.
BENCHMARK
TOP NUT OF EXISTING FIRE HYDRANT ALONG SOUTH PROPOERTY LINE.
ELEVATION=944.08
SCALE: 1"=30'
0 15 30
DMP
CTS
UTILITY PLAN
C4.1
UTILITY LINE NOTES
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS FOR CITY, COUNTY, STATE AND REGULATORY AGENCIES, CURRENT
EDITION.
2.THE CONTRACTOR SHALL NOTIFY THE CITY, COUNTY AND REGULATORY AGENCY 48
WORKING HOURS PRIOR TO BEGINNING CONSTRUCTION.
3.THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS, ONE COPY
OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY PERMITS
AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES.
4.DISTANCES FOR UTILITY LINES ARE THE HORIZONTAL DISTANCES BETWEEN CENTER OF
FITTING/CLEANOUT TO CENTER OF FITTING/CLEANOUT. THEREFORE, DISTANCES SHOWN
ON THE PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND
FITTING DIMENSIONS.
5.PROVIDE A MINIMUM OF 7.5 FEET OF COVER OVER WATER LINES.
6.CONTRACTOR TO VERIFY SIZE AND THE HORIZONTAL AND VERTICAL LOCATION OF ALL
UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY CONFLICTS
TO THE ENGINEER.
7.REFER TO BUILDING PLANS FOR EXACT LOCATION OF ALL UTILITY STUBS.
8.CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE RESTORATION (I.E. LANDSCAPE,
ASPHALT, CONCRETE, ETC.).
9.ALL TRENCH EXCAVATION SHALL BE PROPERLY SLOPED, SHORED, OR OTHERWISE
SUPPORTED IN A MANNER REQUIRED BY OSHA OR AS REQUIRED BY STATE OR LOCAL
LAWS.
10. MAINTAIN 2-FOOT MINIMUM VERTICAL CLEARANCE DISTANCE WHEN WATER CROSSES
OVER SANITARY SEWER.
11. CONTRACTOR TO REFER TO THE JURISDICTIONS STANDARD DETAILS FOR UNDERGROUND
UTILITY INSTALLATION.
12. ALL UTILITIES SHALL HAVE A MINIMUM OF EIGHTEEN INCHES (18") VERTICAL AND TEN FEET
(10') HORIZONTAL SEPARATION FROM WATERMAIN.
13. ALL DISTRIBUTION WATER MAIN AND FIRE HYDRANT LATERALS SHALL BE DIP CL 52
COMPLYING WITH AWWA C151 UNLESS NOTED OTHERWISE. ALL WATER SERVICE LINES
SHALL BE TYPE K COPPER.
14. SANITARY SEWER SHALL BE PVC SDR 35 COMPLYING WITH ASTM D3034.
15. ALL FITTINGS SHALL BE EPOXY COATED.
16. ALL WATER MAIN PIPES MUST BE WRAPPED IN POLY FOR CORROSION PROTECTION.
17. ROOF DRAINS TO DAYLIGHT TO CONCRETE CHANNEL.
18. CONNECTIONS TO THE CITY'S WATER AND SANITARY SEWER SYSTEMS WILL BE
COORDINATED WITH AND APPROVED BY THE CITY'S REPRESENTATIVE(S).
19. ALL SANITARY SEWER AND WATER SYSTEMS THAT SERVICE THE PROPERTY WILL BE
PRIVATELY OWNED AND MAINTAINED.
10 BUILDING CONNECTION FOR ELECTRICAL SERVICE
11 BUILDING CONNECTION FOR TELEPHONE AND DATA SERVICE
12 BUILDING CONNECTION FOR GAS SERVICE SEPTIC SYSTEM REMOVAL NOTES
1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT HUMAN
CONTACT WITH THE CONTAMINATED MATERIALS. THESE INCLUDE THE
DISTRIBUTION MEDIA, THE SURROUNDING SOIL OR SAND MATERIALS WITHIN A
THREE FOOT DISTANCE OF THE SYSTEM BOTTOM,
DISTRIBUTION PIPES, THE SEWAGE TANKS AND ANY CONTAMINATED SOIL
AROUND LEAKY SEWAGE TANKS. CONTAMINATED MATERIAL ALSO INCLUDES
ANY SOIL THAT
RECEIVED SEWAGE FROM A SURFACING EFFLUENT.
2. CONTAMINATED DISTRIBUTION PIPING, MANIFOLD, GEOTEXTILE FABRIC, AND
OTHER MATERIALS SHALL BE DRIED AND DISPOSED OF IN A MIXED MUNICIPAL
SOLID WASTE LANDFILL; THEY SHALL NOT BE DISPOSED OF IN A DEMOLITION
LANDFILL.
3. REMOVAL OF THE SEPTIC SYSTEM SHALL BE CONDUCTED BY A LICENSED
MAINTAINER PER APPLICABLE STATE AND LOCAL CODES.
INSTALL PRIMARY ELECTRICAL.4"SCH 40 PVC CONDUIT BY CONTRACTOR,CONDUCTOR BY
UTILITY COMPANY
CROSSING TABLE
ID HIGH UTILITY BOTTOM OF PIPE
ELEVATION LOW UTILITY TOP OF PIPE
ELEVATION
CLEARANCE
(FEET)
1 ELECTRICAL +/- 940.70 *SANITARY 936.63 +/- 4.07 *
2 GAS +/- 940.55 *SANITARY 936.13 +/- 4.42 *
3 TELEPHONE +/- 940.60 *SANITARY 936.10 +/- 4.50 *
4 SANITARY +/- 935.61*WATER 933.61 +/-2.00 *
5 TELEPHONE +/- 940.36 *SANITARY 929.71 +/- 10.65 *
6 ELECTRICAL +/- 939.70 *SANITARY 927.69 +/- 12.01 *
7 TELEPHONE +/- 936.90 *SANITARY 926.00 +/- 10.90 *
8 TELEPHONE +/- 936.65 *SANITARY 925.88 +/- 10.77 *
9 STORM +/- 936.56 *SANITARY 925.83 +/- 10.73 *
10 GAS +/- 936.35 *SANITARY 925.80 +/- 10.55 *
11 ELECTRICAL +/- 936.31 *SANITARY 925.75 +/- 10.56 *
12 ELECTRICAL +/- 936.28 *SANITARY 925.75 +/- 10.53 *
13 TELEPHONE +/- 936.25 *SANITARY 925.73 +/- 10.52 *
2
2
2
Date Issue / Description#
STAMP
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
COPYRIGHT
CLIENT LOGO
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Init.
NOT FOR CONSTRUCTION
Date:
Drawn By:
Project No:
Checked By:PUBLIC STORAGECIVIL CONSTRUCTION DRAWINGS5710 MEMORIAL AVENUE NORTHOAK PARK HEIGHTS, MINNESOTACLIENT LOGO
PS0000050
07/03/2018
1 8/13/18 BID ADDENDUM DP
2 9/20/18 PROPOSAL REQUEST #1 DP
DMP
CTS
UTILITY DETAILS
C4.2
2
Date Issue / Description#
STAMP
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
COPYRIGHT
CLIENT LOGO
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
Init.
NOT FOR CONSTRUCTION
Date:
Drawn By:
Project No:
Checked By:PUBLIC STORAGECIVIL CONSTRUCTION DRAWINGS5710 MEMORIAL AVENUE NORTHOAK PARK HEIGHTS, MINNESOTACLIENT LOGO
PS0000050
07/03/2018
1 8/13/18 BID ADDENDUM DP
2 9/20/18 PROPOSAL REQUEST #1 DP
DMP
CTS
UTILITY DETAILS
C4.3
2
Julie Hultman
From: Adam Koester <AdamKoester@gallowayus.com>
Sent: Thursday, September 20, 2018 5:40 PM
To: Mann, Lee; Eric Johnson
Cc: Andrew Kegley; Scott Richards (Scott@PlanningCo.com);Julie Hultman; Lisa Danielson;
'Kevin Sandstrom';Jeff Weeder; Zell Cantrell; David Ploense
Subject: RE: Public Storage Plan Review - Revised
Attachments: PS0050_3rd Submittal.pdf
Follow Up Flag: Flag for follow up
Flag Status: Flagged
Lee, thank you for your timeliness on providing these comments. This was greatly appreciated. Please see the revised
sheets with remaining comments along with our response. Please note that the Erosion Control Permit is being
processed by Brown's Creek at this time and that no stormwater drainage permit is needed. We have attached
correspondence to this effect in the response letter.
Thanks!
Galloway
Adam
Koester, PE, CPESC
CIVIL ENGINEERING PROJECT MANAGER
ASSOCIATE
6162 S.Willow Drive, Suite 320
Greenwood Village, CO 80111
0 303.770.8884
AdamKoester alloway_US_com
GallowayUS.com
COLORADO I CALIFORNIA I UTAH
Nationally Recognized. Locally Preferred.
From: Mann, Lee<Lee.Mann@stantec.com>
Sent:Thursday, September 20, 2018 2:50 PM
To: Eric Johnson (eajohnson@cityofoakparkheights.com)<eajohnson@cityofoakparkheights.com>
Cc: Andrew Kegley<akegley@cityofoakparkheights.com>; Scott Richards (Scott@PlanningCo.com)
<Scott@PlanningCo.com>; 'jhultman@cityofoakparkheights.com' <jhultman@cityofoakparkheights.com>; Lisa Danielson
<LDanielson@cityofoakparkheights.com>; 'Kevin Sandstrom' <ksandstrom@eckberglammers.com>; Adam Koester
<AdamKoester@GallowayUS.com>;Jeff Weeder<JeffWeeder@GallowayUS.com>
Subject: RE: Public Storage Plan Review- Revised
Hi Eric.
Attached is a revised letter with one additional comment regarding ownership of utilities under the Utility Plan
comments. Please disregard the previous letter. Let me know if you have any questions.
1
MN,WI, CA
Principal
Direct: 651 604-4850
Mobile: 651 775-5956
Lee.Mann@stantec.com
Stantec
2335 Highway 36 West
St. Paul MN 55113-3819 US
31? Stantec
The content of this email is the confidential property of Stantec and should not be copied,modified retransmitted,or used for any purpose except with Stantec's written authorization.If you are not the
intended recipient,please delete all copies and notify us immediately.
From: Mann, Lee
Sent:Thursday, September 20, 2018 2:21 PM
To: Eric Johnson (>alohnson@ cityofoakparkheights.com) <ea'ohnson'Dcit ofoak•arkhei hts.com>
Cc:Andrew Kegley<akegley@cityofoakparkheights.com>; Scott Richards (Scott _ Plannin_Co.com)
<Scott(/PlanningCo.com>; 'jhultman@cityofoakparkheights.com' <jhultrnan@cityofoakparkheights.com>; Lisa Danielson
<LDanielson@cityofoakparkheights.corn>; 'Kevin Sandstrom' <ksandstrom@eckberglammers.com>; Adam Koester
<AdamKoester@gallowayus.com>;Jeff Weeder<JeffWeeder@gallowayus.com>
Subject: Public Storage Plan Review
Hi Eric,
Attached is our review of the plans for Public Storage that were submitted to us 9/19/2018. Let me know if you have any
questions.
EE,E, ; .$ fn, PE MN, WI, CA
Principal
Direct: 651 604-4850
Mobile: 651 775-5956
Lee.Mann@stantec.com
Stantec
2335 Highway 36 West
St. Paul MN 55113-3819 US
Stantec
The content of this email is the confidential property of Stantec and should not be copiedmodified,retransmitted or used for any purpose except with Stantec's written authorization.If you are not the
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