Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
07/13/2016 P&Z Packet
CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, July 13, 2016 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. A C 11 1V11 A 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: June 8, 2016 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING CONTINUED: St Clair Estates Preliminary Plat and Variance B. PUBLIC HEARING CONTINUED: Clearwater Creek Business Park Rezoning and PUD Development Stage Plan/Preliminary Plat C. Consider Resolution No. 16-01, Regarding the Modification of Development District No. 1 and the Establishment of Tax Increment Financing District 1-12 (Clearwater Creek Business Park Project) 6. DISCUSSION ITEMS A. Project Updates 7. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : June 8, 2016 TIME STARTED : 6:30 P.M. TIME ENDED : 10:54 P.M. MEMBERS PRESENT : Neil Evenson, Perry Laden, Lou Masonick, Paul Tralle (Chair), Dale Stoesz MEMBERS ABSENT : Matt Kassner, Michael Root STAFF PRESENT : Michael Grochala, Diane Hankee, Katie Larsen, Alex McKenzie I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 p.m. on June 8, 2016. IL APROVAL OF AGENDA y The Agenda was approved as presented. Ve III. APPROVAL OF MINUTES: May 11, 2016 Chair Tralle noted a revision to be made on page five of the meeting minutes. Mr. Laden made a MOTION to approve the May 11, 2016 Meeting Minutes. Motion was supported by Mr. Evenson. Motion carried 4 - 0. (Tralle abstained.) IV. OPEN MIKE Chair Tralle declared Open Mike at 6:33 p.m. There was no one present for Open Mike. Mr. Stoesz made a MOTION to close Open Mike at 6:34 p.m. Motion was supported by Mr. Masonick. Motion carried 4 - 0. (Tralle abstained.) DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 2 V. ACTION ITEMS A. PUBLIC HEARING: St. Clair Estates Preliminary Plat and Variance Katie Larsen, City Planner, presented the staff report. Staff recommends approval of the Preliminary Plat and Variance subject to the following conditions: 1. Comments from WSB Plan Review Letter dated June 2, 2016 shall be addressed. 2. Any comments from the Park Board shall be addressed. 3. Any comments from the Environmental Board shall be addressed. 4. Outlots D and F do not meet the requirements for platting outlots and shall be combined with adjacent outlots. 5. No lots shall extend into the delineated wetland boundary. a. Lots 19, 20 and 23, Block 1 shall be revised. 6. Lot 23, Block 1 does not meet the 80 foot lot width requirement and shall be revised. 7. It shall be noted that Lot 9, Block 1 will have limited ability to construct accessory structures or deck due to 150 feet setback requirement from OHWL. 8. The driveways on Lot 3 and Lot 4, Block 1 shall be a minimum of 10 feet apart at the right of way. 9. Sidewalk shall be installed on one side of Sioux Lane. 10. The north -south section of Sioux Lane shall be renamed to eliminate possible confusion with the existing Sioux Lane for emergency services. 11. The configuration of the cul-de-sac, Lot 23, Block 1, Outlot C and emergency access trail shall be re-evaluated. a. Public Safety has concerns regarding the curve on the trail onto the cul-de-sac. b. The developer should discuss any interest or possibility of relocating the existing driveways at 441 and 453 Birch Street onto the cul-de-sac. 12. The property owner at 6640 Hokah Drive shall relocate the existing driveway onto Sioux Lane at their expense. 13. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. 14. A minimum 10 feet of separation shall be required between the proposed trail and the existing driveway at 441 Birch Street. 15. Truck turning template shall be provided for the "boulevard loop" at the north of Sioux Lane. 16. Due to the unique "boulevard loop", it is important to note the property owners shall be responsible for mowing and maintaining the right of way boulevard. 17. The existing trail along the north side of Birch Street shall be shown on the preliminary plat. 18. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. 19. The proposed infiltration basin located in the "boulevard loop" shall be eliminated or shall be HOA maintained. 20. If it is determined a trail is feasible, a separate, recordable Trail and Access Agreement shall be required on Outlot A. DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 3 21. The table on Sheet S7 shall include a column that clearly indicates the 75 trees are being removed from the non -ESA and the 29 trees being removed from Natural Resource Protected Area. 22. RCWD WCA Notice of Decision shall be provided to the City. 23. The BFE 887.0 elevation shall be shown on the preliminary plat. 24. Any lot extending into the floodplain shall be required a FEMA LOMA prior to issuance of a building permit. 25. Lots 7-10, Block 1 are subject to the 150 foot setback requirement. a. These lots meet lot width and size requirements but builders should be cognizant of the setback and design accordingly for decks or future additions. b. Lots 8-9, Block 1 have limited area above the OWHL for accessory structures. Board members and City staff further discussed the following topics: • Sidewalk and connection to emergency access trail • Conservation easement • Boulevard maintenance • Right of way Developer Jamie Jensen, 1517 Dawn Circle, Arden Hills, introduced himself and was present for questions. Chair Tralle declared the Public Hearing open at 7:29 p.m. Ron Holch, 6599 Hokah Drive, started off the Public Hearing with a list of questions for the City. After reading his questions out loud, he gave Chair Tralle a copy of the list. Eva Hochhalter, 6614 Hokah Drive, wondered if the kids in the neighborhood could be bused to school during construction since Hokah is already a tight road. Jaron Heath, 441 Birch Street, brought up concerns with misuse of the emergency trail, safety of kids in the neighborhood, and the sewer line. Rob Linser, 6581 Sioux Lane, discussed his concerns with traffic, width of the road and concerns for extension of the roadway. Glenn Guyott, 6582 Hokah Drive, explained that he is not convinced that the heavy building equipment during construction isn't going to damage the road after it was just rebuilt. Mike Schwartz, 6574 Hokah Drive, whose mother lives at 6558 Hokah Drive, explained that runoff goes into his mother's backyard. Mr. Schwartz also had concerns with alignment of traffic lanes at Ware Road and Birch Street. Bonnie 011ila, 6680 Hokah Drive, wondered if the City could provide an alternative in/out during construction as well as a cap on time of when they can be working. Her main concern is safety for children in the area. DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 4 Alan Irwin, 6466 Totem Trail, discussed his concerns with stormwater and drainage. Colleen Brewster, 6591 Hokah Drive, asked for clarification on the park dedication process and questioned when the right in/right out will be done. Keith Moeller, 6575 Hokah Drive, discussed his traffic concerns and believes there should be another exit going onto Birch Street. Mike Trehus, 675 Shadow Court, expressed his sympathy for residents in the neighborhood and shared his thoughts on the development. Mr. Trehus agrees that there should be additional access onto Birch Street. David Parent, 6629 Sioux Lane, wondered if the county corridor plan takes the extra traffic into account. Jill Hengstler, 6606 Hokah Drive, would like the board and staff to consider what is best for residents in 2016. Ryan Thompson, 6573 Sioux Lane, wondered if the comments from the county takes into account the right in/right out that is slated to go in and emphasized that safety is a big concern. Andrew Manthey, 6606 Sioux Lane, explained that there are a lot of kids on Sioux Lane and asked how the City can make the area safer regarding traffic. Brian Knilans, 6664 Hokah Drive, voiced that he feels there should be access to Birch Street. Mike Engebretson, 354 Sioux Court, reiterated safety and traffic issues and access to Birch Street. Rob Linser, 6581 Sioux Lane, addressed road width differences between Sioux and Hokah. Jeremy Stimpson, 6621 Sioux Lane, discussed his concerns with traffic safety and the way in which this development will change the neighborhood. Mike Trehus, 675 Shadow Court, brought up the topic of profitability and suggested that the variance doesn't have to be approved. Alan Irwin, 6466 Totem Trail, discussed other opportunities for access onto Birch Street. Ron Holch, 6599 Hokah Drive, talked about the width and layout of Hokah Drive and how that impacts safety. DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 5 Andrew Manthey, 6606 Sioux Lane, suggested other alternatives for access onto Birch Street. Bonnie 011ila, 6680 Hokah Drive, wondered if the house for sale at the end of Hokah Drive could be used as an access point. Chair Tralle addressed all concerns from the public, which primarily focused on traffic safety, access onto Birch Street, drainage, and length of cul-de-sac. Mr. Evenson explained that he does not see a problem with the cul-de-sac since there is an emergency exit and that he believes the developer has done everything he can do with this land. Mr. Masonick made a MOTION to extend the Public Hearing to the next Planning & Zoning Board meeting. Motion was supported by Mr. Laden. Motion carried 3 - 1. (Evenson voted nay; Tralle abstained.) Chair Tralle called for a ten minute recess at 8:58 p.m. B. PUBLIC HEARING: Woods Edge PUD Development State Plan/Preliminary Plat and Ordinance Amendment Kendra Lindahl of Landform presented the staff report. Staff recommends approval of the Woods Edge PUD Development Stage Plan/Preliminary Plat and Text Amendment subject to the following conditions: 1. The applicant shall address all comments in the WSB Plan Review Letter dated June 2, 2016. 2. The applicant shall address all comments in the May 25, 2016 Environment Board Staff Report addressed. 3. Rice Creek Watershed District (RCWD) must approve the wetland delineation and the applicant must comply with all conditions. 4. The plans shall provide a minimum private street width of 26 feet back to back. 5. Trail corridors shall be a minimum of 20 feet wide. The trail easement in Outlot C should be revised. 6. Driveways shall be a minimum of 22 feet long. 7. Air conditioning units and other mechanical equipment must be screened from adjacent streets. The applicant shall provide additional information to show compliance. 8. Setbacks a. Primary front yard setbacks shall be a minimum of 10 feet and a maximum of 15 feet. b. Secondary side yard setbacks shall be a minimum of 30 feet. c. Internal side yard setbacks shall be a minimum of 5 feet. d. Rear yard setbacks shall be a minimum of 15 feet 9. Architecture. The plans should be revised to address the following: DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 6 a. Provide a minimum porch depth of 6 feet. The change to allow an 8-foot width is acceptable. b. Eliminate the privacy screen on the front porch c. Ensure that building elevations on secondary fronts are upgraded to include two different styles of siding (lap, shake or board and batten). The upgraded secondary front should be provided on the following lots: i. Lots 8 and 27, Block 3 ii. Lots 7 and 8, Block 1 iii. Lots 16 and 17, Block 1. In this location, the developer could provide a more robust landscape plan between the units and the upgraded secondary side elevation could be waived. The final design shall be submitted with final plat. d. The applicant is proposing only one building type. A more diverse color palette should be provided to offset the monotony. e. Detailed house architectural plans, color renderings and material palette shall be submitted for city review and approval. 10. Homeowner Association documents shall be required with PUD Final Plan/Final Plat. 11. The access easement between Outlot C and the property to the north should be reviewed to ensure that maintenance is addressed. A copy of the agreement should be provided. 12. Park dedication shall be cash in lieu of land for 112 units. 13. The landscape plan shall be revised to replace the rock mulch between driveways with turf or a mix of landscaping and wood mulch. 14. Support the PUD amendments, except as otherwise noted above for porch depth. Board members discussed their concerns and opinions regarding porches, vinyl siding, lighting and colors. Board members would like to see the vinyl. Developer Mike Suel of DR Horton, 20860 Cambridge Court, Lakeville, was present and addressed topics of concern from the board. Chair Tralle declared the Public Hearing open at 9:48 p.m. Mr. Evenson made a MOTION to close the Public Hearing at 9:49 p.m. Motion was supported by Mr. Laden. Motion carried 4 - 0. (Tralle abstained.) Mr. Laden made a MOTION to recommend approval of the Woods Edge PUD Development Stage Plan/Preliminary Plat and Text Amendment subject to conditions listed by staff, with the exception of 9B. Motion was supported by Mr. Evenson. Motion carried 4 - 0. (Tralle abstained.) Board members would like to see an example of the vinyl and recommend changing the ordinance to allow for other materials, including vinyl, in residential districts. DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 7 C. PUBLIC HEARING: Clearwater Creek Business Park -United Properties Distribution Facility Rezoning and PUD Development State Plan/Preliminary Plat Ms. Lindahl presented the staff report. Staff recommends continuation of the Public Hearing for Rezoning, PUD Development Stage Plan/Preliminary Plat to allow further review of the project. Preliminary comments to be addressed prior to next Planning & Zoning Board meeting were noted in this staff report and the attached comments from the City Engineer and MnDOT. Board members discussed signage, emergency access and road completion. Brandon Champeau, Vice President of United Properties, 3600 American Boulevard, Bloomington, addressed AUAR, extension of 2 1 " Avenue and challenges associated with that, landscaping, materials used, solid waste, parking and signage. Rob Davidson, 3900 Northwoods Drive, Arden Hills, was also present. Mr. Davidson preferred to hold off on disclosing which company is going into the business park, but he was able to offer some information on employment within the company. Chair Tralle declared the Public Hearing open at 10:35 p.m. Mr. Laden made a MOTION to continue the Public Hearing. Motion was supported by Mr. Laden. Motion carried 4 - 0. (Tralle abstained.) Motion was supported by Mr. Masonick. Motion carried 4 - 0. (Tralle abstained.) D. NorthPointe 4t—'' Addition Final Plat Ms. Larsen presented the staff report. Staff recommends approval of the NorthPointe 4tn Addition final plat subject to the following conditions: 1. All comments from City Engineer letter dated June 2, 2016 shall be addressed. 2. A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. 3. The Phasing Plan shall be revised to reflect changes from the original plan. 4. A FEMA Letter of Map Revision shall be required by the City prior to any building permits being issued on lots affected by the floodplain. 5. No permanent enclosed structures will be allowed in the park pursuant with the City's Floodplain Management Ordinance 6. Title Commitment: a. Consent of the Mortgagees shall be obtained The board and staff discussed the length of the cul-de-sac, why the road is not being finished, and remaining additions. DRAFT MINUTES Planning & Zoning Board June 8, 2016 Page 8 Mr. Masonick made a MOTION to recommend approval of the NorthPointe 4th Addition final plat subject to conditions listed in the staff report. Motion was supported by Mr. Stoesz. Motion carried 4 - 0. (Laden abstained.) VI. DISCUSSION ITEMS A. Proiect Updates Mr. Grochala provided an update of current city projects. VIL ADJOURNMENT Mr. Stoesz made a MOTION to adjourn the meeting at 10:54 p.m. Motion was supported by Mr. Evenson. Motion carried 4 - 0. (Tralle abstained.) Respectfully submitted, Nicole DeDeyn Community Development Administrative Assistant 1 DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: July 13, 2016 REQUEST: PUBLIC HEARING CONTINUED St. Clair Estates 1. Preliminary Plat 2. Variance CASE NUMBER: APPLICANT: REVIEW DEADLINE: PP2016-002 VR2016-001 St. Clair Land Company Attn: Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 Complete Application Date: May 10, 2016 60-Day Review Deadline: July 9, 2016 60-Day Extension Deadline: September 7, 2016 Environmental Board Meeting: June 29, 2016 Park Board Meeting: June 6, 2016 Planning & Zoning Board Meeting: June 8, 2016 & July 13, 2016 Tentative City Council Work Session: August 1, 2016 Tentative City Council Meeting: August 8, 2016 BACKGROUND The applicant submitted a land use application for Preliminary Plat and Variance. The proposed development is a 35 lot single family residential subdivision located north of CSAH 34 (Birch Street) and east of Hokah Drive. The development contains one 30.47 gross acre parcel and is called St. Clair Estates. The Land Use Applications are: • Preliminary Plat • Variance 1 o Proposed cul-de-sac length exceeds design standards The following staff report is based on the following information: • Revised civil plans prepared by Plowe Engineering dated June 27, 2016 and received by the City on June 24, 2016 • Revised preliminary plat plans prepared by EG Rud & Sons dated June 24, 2016 and received by the City on June 24, 2016 • Revised Stormwater Drainage Report prepared by Plowe Engineering, Inc. dated June 24, 2016 • Report of Geotechnical Exploration prepared by ITCO Allied Engineering Company dated March 7, 2016 • Revised Traffic Study prepared by SRF Consulting Group, Inc. dated June 23, 2016 • Wetland Delineation prepared by Jacobson Environmental, PLLC dated April 18, 2016 ANALYSIS The Planning & Zoning Staff Report dated June 8, 2016 details the project. The Board opened the public hearing on June 8, 2016 and continued it to July 13, 2016. Comprehensive Plan St. Clair Estates is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. Gross Area (acres) 30.47 Wetlands & Water Bodies 13.60 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other (Wetland Buffer Conservation Easement) 2.40 Net Area (acres) 14.47 # of Units 3 5 Gross Density (units/acre) 1.15 Net Density (units/acre) 2.42 2 The density has not changed from the June 8t' staff report. St. Clair Estates meets the land use goals by developing a single family residential subdivision that is consistent with low density residential development as guided by the Comprehensive Land Use Plan. Low density residential development allows for 1.6 to 3.9 units per net acre. The net density for the development is 2.42 units per net acre. This is consistent with density requirements. The development is compliant with zoning, subdivision and other applicable city ordinances. It is also compatible with the existing adjacent residential, commercial and civic/institutional land uses. The proposed trails and sidewalk link the development to existing trails, the Regional Park, Rice Lake Elementary School and Sprit Hills Center commercial development. Transportation Plan Increased traffic on Sioux Lane and Hokah Drive was a concern expressed by several residents during the June 8' public hearing. Staff requested the developer to revise their traffic study to include actual data counts and an analysis if Hokah Drive were to become right in/right out at Birch Street in the future. The revised Traffic Study prepared by SRF Consulting Group, Inc. is dated June 23, 2016. The development is expected to generate daily 27 a.m. peak hour, 36 p.m. peak hour and 334 trips. These counts did not change from the original traffic study. Revised Traffic Study Original Revised May 12, 2016 June 23, 2016 Road Estimated ADT Actual ADT Difference Hokah Drive 250 270 +20 Sioux Lane 600 520 -80 Birch Street 13,600 13,600 0 Hodgson Road 16,600 16,600 0 (north of Birch) Hodgson Road 11,100 11,100 0 (south of Birch) ADT=Average Daily Traffic SRF deployed video cameras to collect continuous traffic data at study intersections the week of May 2, 2016. For the initial May 12, 2016 study, intersection turning movement counts were collected from the video for the a.m. and p.m. peak hours. With the June 23, 2016 revised study, SRF viewed 24-hours of video from May 3, 2016 and counted the NB/SB movements on Hokah and Sioux at the Birch and Ware intersections, respectively. Traffic counts increased by 20 trips on Hokah Drive and decreased by 80 trips on Sioux Lane from the original May 2016 traffic study to the revised June 23, 2016 study. Current vs. 2019 Build vs. RI/RO ADT Scenarios The following is a comparison of current ADT, estimated 2019 build ADT and estimated right in/right out ADT at Hokah Drive and Birch Street. Actual ADT Estimated ADT Estimated ADT Road (Average Daily (2019 Build (RI/RO at Aw Traffic) Conditions) Hokah Drive) Hokah Drive 270 455 175 Sioux Lane 520 670 950 Per the City's Transportation Plan, typical average daily traffic on local streets is less than 1,000. The increased projected trips on Hokah Drive and Sioux Lane are less than 1,000 in all 3 scenarios. Peak Hour Level of Service (LOS) Existing Peak Hour LOS Proposed Peak Hour LOS Intersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak Birch Street and Hodgson Drive B D C D Birch Street and Ware Road A B A B Birch Street and Hokah Drive A/C A/C A/C A/C Ware Road and Sioux Lane A/A A/A A/A A/A Ware Road and Hodgson Road A/B A/B A/B A/C Hokah Drive and Sioux Lane A/A A/A A/A A/A Notes: 1. A.M. Peak Hour is lam to 8am and PM Peak Hour is 5pm to 6pm 2. Overall LOS/Worst Side Street LOS Capacity analysis results identify a Level of Service which indicates the quality of traffic flow through an intersection. The LOS results are based on average delay per vehicle. The LOS did not change from the original traffic study. The existing roads and intersections providing access to the development have structural capacity to accommodate the projected traffic from the proposed subdivision. The proposed Levels 2 of Service do not degrade by more than one (1) LOS; therefore the subdivision is not considered premature. The Lino Lakes Police Division ran radar and speed counts on June 28, 2016 from 12:43 pm to 1:30 pm on Sioux Lane and observed 24 vehicles averaging 18 mph. On June 29, 2016 from 7:52 am to 8:10 am and 8:36am to 9:20am, they observed 25 vehicles averaging 19 mph on Sioux Lane. The Police Division also ran radar during 3 shifts on June 11, 2016 and the highest speed observed was 27 mph. The speed limit on Sioux Lane is 30 mph. Per the 2011 CSAH 34 Corridor Study and Anoka County Access Spacing Guidelines, access to Birch Street is not warranted. Site constraints such as wetlands and the fact the site only abuts CSAH 34 with 80 feet of right of way that is over an open stormwater ditch also makes access to Birch Street cost prohibitive. The existing roads have structural capacity to handle an additional 334 trips per day. Spirit Hills, Shenandoah 3ra Addition and St. Clair Estates function as a 134 lot residential subdivision with 2 access intersections at Sioux Lane/Ware Road and Hokah Drive/Birch Street. The entire area also benefits from a signalized intersection at Ware Road and Birch Street. Goal #6 of the Transportation Plan is to promote alternative transportation such as bicycling, walking, transit and rail. The existing trail along the north side of Birch Street provides pedestrian connectivity to the Rice Lake Elementary School, Rice Creek Chain of Lakes Regional Park and Sprit Hill Center, a multi -tenant retail center. An emergency access trail will be constructed off the end of the cul-de-sac south to Birch Street to provide addition connectively. Sidewalk will be installed on the west side of Enid Trail. Zoning Current Zoning R-1, Single Family Residential Current Land Use Open Space, Grassland Future Land Use per CP Low Density Residential (1.6 to 3.9 units per acre) Utility Staging Area 1A=2008-2015 (south 2/3 ) Zoning Requirements Required per R-1 Tr Proposed Min. Lot Size' (upland) 10,800 s.f Ave. 13,677 s.f. gross Min. Lot Width (feet) 80 Min. 80 feet Min. Lot Depth (feet) 135 Ave. 135 feet Building Setback (feet) 5 -From Local Streets 30 30 -Rear --Principal 30 30 -Side --Principal 10 10 --Accessory 5 5 Buffer Adjacent to Collector 15 foot NA Impervious Surface 40% --Outside Shoreland District 40% Reviewed at building permit --Within Shoreland District 30% Reviewed at building permit 'Net area required is 10,800 sf of contiguous buildable land measured upland from a 10 feet buffer extending outward from the delineated wetland boundary Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development and zoning code requirements for R-1, Single Family as discussed above. Blocks and Lots The preliminary plat has 35 single family lots and 3 outlots. Outlots A and C are for stormwater ponds. Outlot B is wetland area. These outlots shall be deeded to the City. One block is approximately 1,100 linear feet long. A pedestrian way is suggested on blocks over 900 but due to the wetlands on the east and existing neighborhood on the west, no connection is warranted. Lots 3 and 4, Block 1 are uniquely shaped lots but meet lot width and size requirements. Driveways to these lots are 12 feet wide at the right of way. Previous Comments: 1. Outlots D and F do not meet the requirements for platting outlots and shall be combined with adjacent outlots. Outlots D and F have been combined with the adjacent Outlot B. C� 2. No lots shall extend into the delineated wetland boundary. a. Lots 19, 20 and 23, Block 1 shall be revised. These lots may extend into the wetland boundary. 3. Lot 23, Block l does not meet the 80 foot lot width requirement and shall be revised. The right of way has been revised and Lot 23 now meets the 80 foot wide lot requirement. 4. It shall be noted that Lot 9, Block 1 will have limited ability to construct accessory structures or decks due to 150 feet setback requirement from OHWL. The preliminary plat shall include the word "accessory ". 5. The driveways on Lot 3 and Lot 4, Block 1 shall be a minimum of 10 feet apart at the right of way. The driveways were revised to 10 feet of separation. Streets and Alleys The proposed Enid Trail (formerly named Sioux Lane) is a local road platted with 60 feet of right of way and 32 foot wide paved road surface. It will be extended east from the Sioux Lane right of way that was platted in Shenandoah 3rd Addition. To maximize lots abutting the wetland and open space, the developer is proposing a "boulevard loop" at the north end. The cul-de-sac exceeds 500 feet and a variance shall be required. To mitigate emergency access concerns related to the long cul-de-sac, a 10 foot wide, 7 ton emergency access trail will be constructed to Birch Street. A temporary access for construction traffic off of Birch Street was discussed with Anoka County Highway Department again and will now be allowed. The driveway at 441 Birch Street encroaches onto 453 Birch Street and a driveway and access easement is proposed. This potentially impacts the location of the trail and should be evaluated. Previous Comments: 1. Sidewalk shall be installed on one side of Sioux Lane. Sidewalk is shown on the west side of Enid Trail (formerly named Sioux Lane). 2. The north -south section of Sioux Lane shall be renamed to eliminate possible confusion with the existing Sioux Lane for emergency services. 7 The street has been renamed Enid Trail. 3. The configuration of the cul-de-sac, Lot 23, Block 1 Outlot C and emergency access trail shall be re-evaluated. a. Public Safety has concerns regarding the curve on the trail onto the cul-de- sac. The emergency access trail has been re -designed to eliminate the curve. The Fire Division Deputy Director has reviewed and approved the trail. b. The developer should discuss any interest or possibility of relocating the existing driveways at 441 and 453 Birch Street onto the cul-de-sac. The developer is continuing these discussions with the property owners. 4. The property owner at 6640 Hokah Drive shall relocate the existing driveway onto Sioux Lane. Detailed plans of the driveway location shall be shown on the plans. 5. The proposed Trail and Access Easement to Birch Street shall be a minimum of 40 feet wide. The easement appears to be 30 feet in some locations. This shall be revised to a minimum 40 feet. 6. A minimum 10 feet of separation shall be required between the proposed trail and the existing driveway at 441 Birch Street. The trail appears to be less than 10 feet from the existing driveway in some locations. This shall be revised. 7. Truck turning template shall be provided for the "boulevard loop" at the north of Sioux Lane. The truck turning template has been reviewed and approved by the City Engineer. 8. Due to the unique "boulevard loop", it is important to note the property owners shall be responsible for mowing and maintaining the right of way boulevard. This shall be noted on the preliminary plat. 9. The existing trail along the north side of Birch Street shall be shown on the preliminary plat. N. Preliminary plat shall be revised to show existing trail. 10. Details regarding the temporary access for construction traffic shall be provided on the plans and a timeframe for use. This is a new comment. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements shall also be dedicated 10 feet above the high water level over stormwater drainage ponds. Drainage and utility easements are also shown as being dedicated over stormwater management outlots. Conservation easements shall be dedicated over the wetland management corridor. Previous Comments: 1. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. The easement appears to be 30 feet in some locations. This shall be revised. Storm Water Management and Erosion and Sediment Control Per the Site Design Narrative and Storm Water Calculation report, the existing site is mostly undeveloped open field with minimal tree coverage. Soil borings generally indicate sandy materials (fine-grained sand — SP; fine-grained sand with silt — SP-SM) with some silty materials (silty fine sand — SM). The majority of the site drains east and north to Rice Lake. Three NURP ponds and one infiltration basin are proposed to manage stormwater. Previous Comments: 1. The proposed infiltration basin located in the "boulevard loop" shall be eliminated or shall be HOA maintained. The applicant has agreed to establish an HOA to maintain the infiltration basin. Public Land Dedication Staff received calls from neighborhood residents requesting a park and trail in the new development. The Park, Natural Open Space, Greenways and Trail System Plan does not indicate a future neighborhood park within the area. The Park Board reviewed the development proposal at their June 6, 2016 meeting and made recommendation of cash in lieu of land dedication. I The Park Board, staff and Anoka County Parks discussed the potential of a trail corridor north through Outlot A to access the Regional Park but determined it was not necessary. An emergency access trail south to Birch Street will be accessible for recreational use. These costs will not be credited to the developer. Cash in lieu of land dedication shall be required: St. Clair Estates 35 lots x $2,500 = $87,500 Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. The Tree Inventory identifies the basic use area (BUA), Environmentally Sensitive Areas (ESA) and trees proposed for removal. According to the plan, there are 112 total trees being removed on site and 33 of those trees are in a Natural Resource Protected Area within the BUA. This will require 17 new trees for replacement. These replacements trees will be satisfied through open space area landscaping requirements. The Environmental Coordinator reviewed the Tree Preservation Plan and notes protective orange fencing shall be installed. Previous Comments: 1. The table on Sheet S7 shall include a column that clearly indicates the 79 trees are being removed from the non -ESA and the 33 trees being removed from Natural Resource Protected Area. This information has been provided. Landscaping Boulevard trees are required at the rate of one (1) tree per lot frontage for single family and two family lots. Thirty-eight (38) boulevard trees are proposed which is compliant with the ordinance. Open areas are being landscaped with 33 trees and 98 shrubs as required by Section 1007.043(16). Landscape screening and buffers are not required. The Environmental Coordinator reviewed the Landscape Plan and made general comments regarding species and seed mixes. See attached June 29, 2016 letter for full comments. Environmental Assessment Worksheet (EAW) 10 An Environmental Assessment Worksheet is not mandated. The 35 unattached residential units are under the 250 unattached unit thresholds. Wetlands A wetland boundary delineation report was prepared by Jacobson Environmental, PLLC on April 18, 2016. An application for wetland boundary was submitted to RCWD and was approved June 8, 2016. According to the report, 2 wetland types were found on the subject site. Two sample points were also taken west of the wetlands and were found to lack wetland hydrology. Per the preliminary plat, the wetland area is 13.6 acres. The development maintains a greenway corridor and does not propose any wetland impacts. The site is located within in the RCWD Lino Lakes Comprehensive Wetland Protection and Management Plan boundary and Wetland Management Corridor (WMC). A conservation easement covering approximately 2.6 acres of wetland buffer is proposed. Previous Comments: 1. RCWD WCA Notice of Decision shall be provided to the City. WCA Notice of Decision # 16-045R was approved by RCWD on June 8, 2016. Floodplain FEMA updated the Anoka County Flood Insurance Study (FIS) and Flood Insurance Rating Map (FIRM) on December 16, 2015. The DFIRM indicates a Zone AE floodplain on the subject site with a base flood elevation of 887.0. Lots 8-10 and Lots 19-21, Block 1 potentially extend into the floodplain but the site grading and building pads will not impact the floodplain. Previous Comments: 1. The BFE 887.0 elevation shall be shown on the preliminary plat. The BFE has been shown on the preliminary plat. 2. Any lot extending into the floodplain shall be required to obtain a FEMA LOMA prior to issuance of a building permit. No change in comment. Shoreland Management Overlay 11 The site is located in a Shoreland Management Overlay district. Rice Lake is a Natural Environment Lake with an 883.1 OWHL elevation. A setback of 150 feet from the OHWL is required for all primary and accessory structures. Impervious surface coverage of 30% applies to all lots within the overlay district. Previous Comments: Lots 7-10, Block 1 are subject to the 150 foot setback requirement. a. These lots meet lot width and size requirements but builders should be cognizant of the setback and design accordingly for decks or future additions. b. Lots 8-9, Block 1 have limited area above the OWHL for accessory structures. These corrections are noted under Recommendations. Growth Management Policy Per the Comprehensive Plan (page 3-27), an annual average of 230 units per year over each 5 year phasing period not to exceed 345 units in any 1 year is allowed. At the end of the 5 year phasing period unallocated units will be averaged out over the next 5 years. St. Clair Estates will be developed in one phase. Grading of the site is anticipated this summer with potential home construction in the fall. Final Plat A land use application for final plat shall be required. Environmental Board Meeting The Environmental Board reviewed St. Clair Estates on June 29, 2016 and recommended approval with conditions as summarized in the attached letter from the Environmental Coordinator. FINDINGS OF FACT Section 302.03(1)(h) states the minimum length of a cul-de-sac shall be 500 feet. The proposed cul-de-sac in St. Clair Estates is approximately 1,200 feet. A variance shall be required. Cul de sacs are limited in length due to concerns regarding access for emergency services. This concern is being addressed because the City is requiring an emergency access trail as recommended by the City's Public Safety Department. St. Clair Estates is a 35 lot low density residential development. Sioux Lane existed as a 1,500 foot cul de sac from 2001 to 2012 (11 years) and Hokah Drive existed as a as 2,000 foot cul de sac from 1979 to 2012 (33 years) without an emergency access trail and without issue. Sioux 12 Lookout is an existing 740 foot cul de sac. West Shadow Lake Road is an existing 7,800+ foot cul de sac with trail access on the north through Chomonix Golf Course. Black Duck Drive is an existing 5,500+ foot cul de sac. No variance shall be granted unless it meets all the criteria in paragraphs 1. through 7. below. The City shall make findings regarding compliance with these criteria. 1. The variance shall be in harmony with the general purposes and intent of the ordinance. The general purpose and intent of the Street Construction Standards ordinance is to establish standards to encourage well planned and efficient streets by establishing standards for design and construction. Cul-de-sacs lengths are limited in length for emergency access concerns. This issue is being mitigated by requiring a 10 foot wide, 7 ton emergency access from the cul-de-sac south to CSAH 34 (Birch Street). Emergency access can be obtained from the south via Birch Street in the event the north intersection at Sioux Lane is blocked. Hydrants will also be located every 300 feet for fire protection. 2. The variance shall be consistent with the comprehensive plan. The variance request is consistent with the comprehensive plan. The subject site is guided for low density residential development and the proposed residential development is consistent in regards to land use and density. 3. There shall be practical difficulties in complying with the ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by the ordinance. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. There are practical difficulties in connecting Enid Trail to CSAH 34 (Birch Street) due to access spacing guidelines per Anoka County Highway Department and the 2011 CSAH 34 Corridor Study as well as existing wetlands, stormwater ponds and open ditch. The subject property also has limited right-of-way abutting CSAH 34. The property owner proposes to use the property in a reasonable manner. The subject site is guided for low density residential development and the proposed residential development is consistent in regards to land use and density. 4. The plight of the landowner shall be due to circumstances unique to the property not created by the landowner. 13 The plight of the landowner is due to circumstances unique to the property and was not created by the landowner. The developer is proposing to purchase an existing lot of record platted in 2004. 5. The variance shall not alter the essential character of the locality. The variance shall not alter the essential character of the locality. The adjacent properties are residential subdivisions and the Rice Lake Elementary School. 6. A variance shall not be granted for any use that is not allowed under the ordinance for property in the zoning district where the subject site is located. Single family detached homes are allowed as Permitted Uses in the R-1, Single Family Residential District. 7. In accordance with MN Stat. 462.357, Subp. 6, variances shall be granted for earth sheltered construction as defined in MN Stat. 216C.06, Subd. 14, when in harmony with the zoning ordinance. Not applicable. RECOMMENDATION Staff recommends approval preliminary plat and variance for St. Clair Estates subject to the following conditions: 1. Comments from WSB Plan Review Letter dated July 7, 2016 shall be addressed. 2. Comments from Environmental Coordinator letter dated June 29, 2016 shall be addressed. 3. L1, Landscape Plan: a. The notes indicate 15 replacement trees and 66 proposed. This contradicts the Tree Preservation Plan and shall be revised accordingly. 4. Sheet S3: Overall Preliminary Plat a. It shall be noted "Lots 7-10, Block 1 have limited ability to construct accessory structures, decks or additions due to 150 feet setback requirement from OHWL." b. Under Development Data, Proposed Outlots shall be changed from 6 to 3. 5. Sheet S4: Preliminary Plat a. The note for Lot 23 shall include "accessory" structures as well as decks and patios. 6. The developer shall explore the possibility of relocating the existing driveways at 441 and 453 Birch Street onto the cul-de-sac. 7. Detailed plans of the driveway re -location at 6640 Hokah Drive shall be shown on the plans. 8. The proposed Trail and Access Easement to Birch Street shall be a minimum of 40 feet wide. 14 a. The easement appears to be 30 feet in some locations and this shall be revised. b. The easement shall also allow for drainage and utilities. 9. A minimum 10 feet of separation shall be required between the proposed trail and the existing driveway at 441 Birch Street. a. The trail appears to be less than 10 feet from the existing driveway in some locations. This shall be revised. 10. Due to the unique "boulevard loop", it is important to note the property owners shall be responsible for mowing and maintaining the right of way boulevard. 11. The existing trail along the north side of Birch Street shall be shown on the preliminary plat. 12. Details regarding the temporary access to Birch Street for construction traffic shall be provided on the plans and a timeframe for use shall be included. 13. Any lot extending into the floodplain shall be required to obtain a FEMA LOMA prior to issuance of a building permit. 14. Upon final plat, the applicant shall submit HOA documents detailing the maintenance plan for the infiltration basin in the boulevard loop. ATTACHMENTS 1. Site Location Map 2. City Engineer letter dated July 7, 2016 3. Environmental Coordinator letter dated June 29, 2016 4. Revised civil plans prepared by Plowe Engineering dated June 27, 2016 and received by the City on June 24, 2016 5. Revised preliminary plat plans prepared by EG Rud & Sons dated June 24, 2016 and received by the City on June 24, 2016 15 —� N C 00 1 T Y` 'O F Site Location Map W E oETTIiiiiiETTEM soo i,000 2AFeet IN - L KES S . Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: July 7, 2016 Re: St. Clair Estates Plan Review WSB Project No. 2988-220 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Preliminary Plat documents dates and submitted on June 24, 2016 for St. Clair Estates in Lino Lakes, MN prepared by Plowe Engineering, Inc. The following are our review comments that should be responded to in writing by the applicant. The project shall specify the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction with the Final Plat and plan submittal. Include applicable City Standard Detail Plates. GRADING, EROSION AND SEDIMENT CONTROL 1. Stormwater Pollution and Prevention Plan: Sheet C 1.1 and C 1.2 — For ponding areas include a note that "Grading must not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls are provided". • Sheet CIA and C 1.2 -Label required buffer distances from surface waters/wetlands. If buffer distance cannot be maintained, call out that with a note on the plan sheet and provide redundant perimeter control BMPs. Sheet C1.2 - Inlet protection needed along Hokah Drive near the entrance to the site. Show perimeter control where the area slopes away from the site. Label the temporary and permanent stabilization measures, and their location. 2. The restoration of green space in ponding areas and boulevards needs to be labeled on the grading plans. Equal Opportunity Employer wsbeng.com SACommunity DevelopmentTrojects\Planning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued PH)\2 20160707 Engineering Review No 2 St Clair Estates.docx Ms. Katie Larsen July 7, 2016 Page 2 3. A note needs to be added detailing precautions to be taken around infiltration basin during construction to prevent machinery from damaging the basin. 4. The applicant is to label the FEMA floodplain 2015 DFIRM limits on grading plans. 5. The applicant shall review FES 104 and determine if it can be raised to save the existing tree line. The adjacent rear yard high points could be moved into the mid lots. The FES could be a CB. 6. The applicant is to label proposed high points between lots, and proposed elevations at property corners. 7. The applicant shall address the EOF elevations of the ponding areas verses the top of berm elevations. 8. Show EOF extents on plans. 9. There are areas within the site that will require 4 — 6.5 feet of soil replacement to support the proposed infrastructure and buildings. This will be reviewed during construction of the infrastructure and per specifications replaced. The City's Building Inspector shall ensure the buildings are addressed through the building permit. 10. Drainage narrative states there will be no wetland impacts from the proposed project; however the plans show a delineated wetland "Area A" on Enid Trail and Block 1 Lot 11. Please resolve. STORMWATER MANAGEMENT We reviewed the Site Drainage Narrative and Stormwater Calculations for St. Clair Estates, dated May 9, 2016, and revised June 24, 2016, provided by Plowe Engineering, Inc. and have the following comments: No drainage area map provided. Time of concentration for Subcatchment 1 seems high for developed conditions, please verify. 2. Missing result Tables 1 through 4 (rate control results and wetland bounce results). 3. Site Drainage Narrative indicates an increase in 2-year runoff rates to Rice Lake, but HydroCAD indicates runoff rate control is being met in aggregate from the site. 4. Emergency overflow not modeled for Ponds 1, 2, or 3, even though the high water elevations are at, or exceeding, the EOF elevation. Please update HydroCAD to include EOFs and provide scour protection on downstream side of EOF to prevent washouts. 5. Please provide the 10-day snowmelt HydroCAD results. 6. All water quality requirements are being met. S:\CommwityDevelopmmt\Projeas\Plwning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued Pl3)\2 20160707 Engineering Review No 2 St Clair Ms. Katie Larsen July 7, 2016 Page 3 7. The side yard storm sewer on narrow lots needs to be coordinated with the building plans. No overhanging windows or window wells can be installed. A clear 20 feet needs to be provided. The applicant shall provide a summary of side yard storm sewer with pipe depths and a summary of how future access for maintenance will be accommodated. FLOODPLAIN Project affects the FEMA floodplain at Pond 1 due to embankment fill. The applicant shall obtain a Letter of Map Revision and provide the application to City. WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation for the Wetland Conservation Act (WCA). Provided the LGU approves the wetland delineation, there are no proposed wetland impacts. Therefore, no wetland mitigation approval is needed. 2. Wetland buffers are shown on the plan set. The RCWD will have regulatory authority over review and approval of the wetland buffer. 3. A conservation easement is recommended for parcels adjacent to the lake to protect the buffer area. 4. Conservation easement extends into private property on Block 1 Lots 8 — 11. ENVIRONMENTAL 1. No comments at this time. WATER SYSTEM 1. The watermain around the looped road shall be 8 inches in diameter. 2. The existing water services along Sioux Lane should be shown on the plans (based on the record plan data). To avoid future sidewalk removal, these services should be extended beyond the proposed sidewalk; with approval from the property owner. 3. Show gate valve locations on the plans. Gate valves are required on all hydrant leads. 4. Fire hydrant spacing is to be 300 feet apart. The applicant is to revise the plans. A hydrant at Birch Street shall be added. 5. Water services shall be shown on the plans. Water services greater than 150 feet long shall be HDPE fused joints. S:\CommwityDevelopmmt\Projeas\Plwning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued Pl3)\2 20160707 Engineering Review No 2 St Clair Ms. Katie Larsen July 7, 2016 Page 4 SANITARY SEWER SYSTEM The sanitary sewer is less than 7 feet deep at SAN MH 8 and the City's standard is 7.5 feet deep. The applicant shall provide justification for not meeting standard. Associated watermain lowering shall be shown on the plans. Once additional information is provided we will review for conformance. 2. Sanitary sewer services need to be shown on the plans. Sanitary sewer services for Lots 3-7 Block 1 are of concern due to excessive length. These may require cleanouts or extending the main further into the loop providing more standard lengths. STORM SEWER SYSTEM 1. Please provide storm sewer calculations and drainage area maps with your construction plan submittal to verify the size of pipes and spacing of catch basins. 2. Several storm sewer pipe lengths do not currently meet the minimum 3 fps requirement. (CBMH 301-FES 300; FES 108-CBMH 107; FES 104-CBMH 103; CB 113-CBMH 112; CBMH 112-(ST/CB)MH 111; CB 204-(CB)MH 2O5; (CB)MH 205-CBMH 2O2; (ST/CB)MH 201-FES 200. 3. The storm sewer pipe between CBMH 301 and FES 300 shall be adjusted such that future maintenance would not encroach upon the adjacent private property. 4. Several structures are shown at or below minimum cover (CBMH 101; CBMH 114; CBMH 115; CB 204; CBMH 301; CBMH 302). Verify with the final construction plan submittal that all storm sewer pipe has a minimum 2 feet cover which includes the pipe thickness. TRANSPORTATION 1. A Traffic Study was prepared by SRF Consulting Group, dated May 9, 2016 and revised on June 23, 2016 addressing following comments: The analysis documented an issue with the backup of traffic southbound on Hodgson Road turning left onto Birch Street. It is indicated that this backup is more than 400 feet which will impact the southbound through traffic creating a potential safety concern with stopped traffic in the through lane. The Revised Study addressed the existing crash data. The Revised Study also discussed what effect signal timing improvements would have on intersection operations now and in the future with the proposed site traffic. The City should consider working with the applicant and Anoka County to review the options for the sign timing of this signal. In the "Neighborhood Impacts" section the traffic volume increases were updated using the actual estimates. The traffic volume figures were updated to show actual estimates; however, the anticipated change in the AM and PM peak hour volumes was not provided. This shall be included. S:\CommwityDevelopmmt\Projeas\Plwning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued Pl3)\2 20160707 Engineering Review No 2 St Clair Ms. Katie Larsen July 7, 2016 Page 5 Clarification was provided in the "Neighborhood Impacts" section, documenting what a typical residential street should/would look like. However, examples of other streets with similar traffic volumes and characteristics were not provided. These examples shall be provided. The Revised Study documented a worst case scenario with the Hokah Drive as a right-in/right-out. This analysis shows that there will be an increase in traffic on Sioux Lane, however the volumes are within typical local City street volumes. 2. Stop signs on Hokah Drive approaching Sioux Lane shall be added to plans. 3. An emergency vehicle access / trail is shown from the end of the cul-de-sac through Outlot E that connects to the existing trail on the north side of Birch Street south of the development. • The trail connection in the cul-de-sac is next to the proposed driveway to lot 23. The location and design of the connection should be completed to insure that it is not mistaken as a driveway. • Consideration for screening or separation from the existing driveway at 441 Birch St and the proposed trail shall be addressed by the applicant. • The emergency vehicle access / trail shall be 10 feet wide and meet a 7 ton design standard. Include a trail typical section in the details / plans. • The proposed trail shall be aligned straight within the easement. 4. Anoka County will allow a construction access off of CSAH 34 for the construction activities associated with the installation of utilities and roadways. This access is to be detailed within the plans. 5. The utility connection at CSAH 34 will require removal and replacement of the County roadway. This construction is to be included within the plans and requires an Anoka County permit. 6. City standard detail plate GEN -25 for Street typical section shall be included in the plans. 7. The existing driveway connection at Sioux Lane needs to be detailed on the plans based on coordination between the applicant and the property owner. FINAL PLAT 1. Additional drainage and utility easements needed in the rear yards of Lots 2-5, Block 1, for conveyance of surface water drainage. 2. Expansion of drainage and utility easements needed in the rear yards of Lots 4-12, Block 2, for coverage of the 904 contour (EOF). S:\CommwityDevelopmmt\Projeas\Plwning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued Pl3)\2 20160707 Engineering Review No 2 St Clair Ms. Katie Larsen July 7, 2016 Page 6 3. The easement over the emergency access/trail, sanitary sewer, and watermain needs to be a minimum of 40 feet wide to accommodate the utilities. The plans currently show a section at 30 feet wide. DEVELOPMENT AGREEMENT 4. Required with final plat. PERMITS The applicant shall provide the following permits prior to final plat approval. 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Wetland delineation per the WCA b. Wetland buffers c. Stormwater and erosion control. 3. US Corps of Engineers wetland delineation 4. MDH for Water System 5. MPCA Sanitary Sewer Extension 6. DNR Water Appropriation if temporary dewatering is needed. 7. Anoka County Right of Way If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. S:\CommwityDevelopmmt\Projeas\Plwning Cases\St. Clair Estates\Staff Reports\20160713 PZ (continued Pl3)\2 20160707 Engineering Review No 2 St Clair O F Memo Environmental To: Katie Larsen From: Marty Asleson Date: June 29, 2016 Re: Environmental Board Recommendations for the St Clair Estates Development Proposal The following recommendations were made by the Environmental Board on September 24, 2014 for St Clair Estates: Significant Resources Protection The St Clair Estates Wetland Edge within the Conservation Easement area of the proposed project may contain rare plants. These plants if they exist would be in the easement area and close to the wetland edge. The developer shall use the following procedures to care for disturbance in this for drainage features: 1. A fence will be placed at the edge of soil disturbance areas protecting vegetation from disturbance. 2. Top -soils from the conservation easement area disturbed for stormwater features be stockpiled in a predetermined location, and then reapplied to the site in as close to the original location as possible. 3. The conservation area shall be fenced off after construction to keep all construction activities out. 4. An information hand out to residents purchasing houses in the easement area be drafted as an awareness/educational instrument for the natural resource conservation area 5. Signs acceptable to the RCWD and the City of Lino Lakes shall be posted in each back yard stating no encroachment. • Page 1 6. The Conservation Easement have both the City of Lino Lakes and the RCWD named as easement holders. Tree Preservation All trees on the site that are to be protected shall be fenced off with orange fencing. This includes fencing all close -proximity bordering trees on other private property. Landscaping Boulevard trees are required at the rate of one (1) tree per lot frontage for single family and two family lots. Thirty-eight (38) boulevard trees are proposed which is compliant with the ordinance. The developer will escrow enough money to plant these trees. The city will plant them The city will choose the species 2. Pond area seed mix in their landscape plan is indicated as MNDOT mix 33- 641. There is no such seed mix that I could find. The developer must submit a native seed mix that is acceptable to the City. 3. All trees planted in pond areas with a native seed mix must be tolerant of fire. Fire is a tool used to maintain healthy native plant communities. This basically limits the species to Oak. 4. The developer should submit a substitution for Fall Fiesta Sugar Maple. Fall Fiesta is a good urban tree but does not do well in sandplain soils. A red maple would be a better choice. 5. All native seed areas must be installed by a city approved contractor knowledgeable in the establishment of native seed areas. 6. A 5-year maintenance plan acceptable to the city must be submitted. The developer must implement this maintenance plan. Surface Water and DWSMA St Clair Estates has two DWSMA classifications associated with the land. For the most part as seen in the DWSMA attachment, the area has a Moderate Vulnerability. Vulnerability determines what types of potential contamination sources must be managed within the DWSMA or as determined by the Department of Health. In the Moderate vulnerability areas of the DWSMA wells and tanks must be managed. • Page 2 The small area on the south end of the development proposal is shown as high vulnerability and in that case all land uses and potential contaminant sources, including wells and tanks must be managed. Because of this: 1. The developer must have containment feature in place for all construction fueling stations. 2. The developer must contain and remove from the site all concrete washout from construction activities. Storm Water Management and Erosion and Sediment Control Before any ground breaking occurs, a complete Stormwater Pollution Prevention Plan, (SWPPP) must be accepted by the city. At the time of ground breaking, all of the concerns of the Minnesota Pollution Control permit issuance must be met. A certified inspector must be in contact with the City. All weekly and post rainfall inspection reports, and follow up corrections made must be emailed to the City in a timely manner. Failure to do so could result in a "Stop Work Order". Shoreland Manaaement Overlav District The 150 foot no -build line for the Shoreland Overlay District comes right up to the back of a few proposed house pads. The developer must create an awareness of this no -build line, with written correspondence, copy the city and ensure all future sales of the property has the awareness document follow the sale. • Page 3 ST. CLAIR ESTATES TITLE SHEET, NOTES & LEGEND LINO LAKES, MN GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) THREE (3) INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. 6) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. -,- I I I I I I I I I .;I L----- 'D I I I 50 6 I I I I � I s I J I — — — — — — — sooroYis•w _ ^ { T I a.aei PROPOSED D EASEMENT IN l t:1 SDo'02'rs•w _ 314.73 _ — I v 50 � R I < i ' i 'C, r\ f PROPOSED TRAIL AND ACCESS ~ �Tn --_ ' EASEMENT IN FAVOR OF THE ' I o\ CITY OF LINO LAKES .w . yr` - 21 ---- _ I BY I - i_ _ I `:I _ - I 60 I °. I I I - _ _ ..,_ 80 I to21 -- wfe� i I � I I I I I I I I I � I I � I I I — — — — — — — — — — — WATER MAIN NOTES 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS (IF APPLICABLE). 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4-FT OFF BACK OF CURB. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, TO BE WRAPPED IN POLYETHYLENE FILM. 8) FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY. SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. 3) PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40. 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE III EXISTING TELEPHONE PEDESTAL ❑F EXISTING FIBER OPTIC PEDESTAL © EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL C_c� EXISTING UTILITY POLE EXISTING LIGHT POLE » EXISTING STORM SEWER EXISTING WATER MAIN > EXISTING SANITARY SEWER 0 EXISTING STORM MANHOLE EXISTING FLARED -END SECTION 0g EXISTING GATE VALVE EXISTING HYDRANT S� EXISTING SANITARY SEWER MANHOLE -----930---- ... .928............ EXISTING CONTOUR x 920.99 EXISTING SPOT ELEVATION NAVD88 DATUM X EXISTING FENCE wet DELINEATED WETLAND EDGE DELINEATION BY "JACOBSEN ENVIRONMENAL" APRIL 2016 1 PROPOSED WATER PIPE > PROPOSED SANITARY SEWER PIPE >> PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN -OUT OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION AT PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X24.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP PROPOSED INLET PROTECTION 0 PROPOSED WETLAND BUFFER SIGNAGE BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). — —T— — — — —1— — —� i I I I I I I I I I I I i I I I -- ------ J g L — — — — — — — / I / I / I / I / I - p- - - - - - - - - - r T I ~_ Sp - - - - - - - - - J. �c01\ 1 40, o y 0q ga�"0g.dp�y����p�v Rd SHEET INDEX T1 TITLE SHEET, NOTES & LEGEND C1 .1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .2 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .3 WMC BUFFER PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 DETAILS C3.2 DETAILS C3.3 DETAILS C4.1 STORMWATER POLLUTION PREVENTION PLAN C4.2 STORMWATER POLLUTION PREVENTION PLAN L1 LANDSCAPE PLAN S1 & S2 CERTIFICATE OF SURVEY and RESOURCE INVENTORY S3 OVERALL PRELIMINARY PLAT S4 & S5 PRELIMINARY PLAT S6 & S7 TREE INVENTORY and REMOVAL PLAN Know what's below. Call before you dig. VICINITY MAP 2- ru c h SITE Hanvn.own plus CeNUt Linn Lakes Une Stan Bif& Sit I3aruh I DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. U W 0 z O 07 W it V) I- z Ld 0 U U LL w0 H z QWwQ ir U J J Q J 2 Q a�Z)~O =LWLIQWpz TL 0 < W LL 0 �W=z �- ��ozQ WmQW n ==k W �Z<W }W z= O LJJ W < 01 -Ix Cl TL aWLL 0-0 a �a co rn c() O Z J U W J `1 z 0 Q 0 0 Q It N 0 w a (1) o W ~ z L� p W W J rrr/^� VJ z '6 W W F__ 07 z W Y � W J (� o W n z J W _j rn� V , PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O i 0 50 1100 1 INCH =100 FEET T1 \ v / 1 6v f I 7 i I co co i i I l\ W n I I i iL/ I \ I \V/ - - ---_-- I I I I 1 "I \ ------ -F I I r- n 1 n � 1 rN % r% rN n rN rN I -r I /� " I /\ 1\11 I I 1 /\ F� < f( 1 1 I - I I I I I I I I I I\I -V \ F< I I I t K / Lot 1 ROCK CONST UCT K,v� o - ENTRANCE (DETAL EN- f 1- 4. 1 1 1 1 K r- A I n A I r� A I I /♦ r\ r\ n r\ r\ 1 -1- 1 /♦ " I cam /L L. L_ „ ., I . -+ I I �. f� f- 1.1 /_\ 1.1 I I II I /_� F� < F( 1 1 I /_� 1 11 11 1 11 1 I.I I I D� ----� 1 I I PROPOSED RAIN GU6D 1j A �� -I o 50 n _-- _ 'P OTECT/SAVE TREES __, C) mX I =X I / I _ _ s \ rn� 896--- I __----------- -- ------ I _ ____------� - - - - - _ I I �X 1 v \ / �- ----- ----------- \ � 40 0 ' 0.0 ----- -- -- -- --�0.-896 g� 320 ' x S00'0215 W--------- - \\ ---------- �P' _ _----------- - 9---------- EOF P• - ---- -- --- -- ----------------- / ; 448.97 -/ �`\ 2.0% 2.0% � / / - 0 2.0% \ \ ao -A 894 894 / I \ _ - ---- - I--- --- - v C. �X p 1 �� f F - ----- ---_ _ _ --� I 1 10 n vv A�czi�1� 894.3 � T I I - - - _ _ _ _ _ I - -- �- t o O 1 6.5 \\ I 897� P 897.0 1 1 /� � 1 I � 897.5 1 --' 1 �- `'� / �97.0 894.8 I 1 1 1, T 1 1 I 1 894.8 894.8 898.5 _ _ I / I LOWIFL=892.3 � 0 /�`�-� \ 89715 897.5 897.5 � I o 898.0 s97.o �//r � J896.5 �- ____ 897.0 `� 1 LOW F� .1 LOW FLO--890.1 LOWO--890.1 LC LOW FL=892.3 LOW FL=892.3 LOW FL=891.1 ' _�' LOW PEN=895.5 LOW FL=890� - LOW FL-,889.6 pc / 0* LOW OPEN=895. LOW OPEN=895,5 m --- \ LO* LO*,- FB 4k I I ,' 897.5 `I FB` Fg W g N DROP 2--CRS / ,- LOW FL=89Cza-_ -- FB Q v; � � ,F� �i 897.0 ___- L" \ 1v I i I m.� X I �� g5 95 898.3 GAR DROP 2 CRS W DROP 2 CRS // X GAR 898.3 898.3 GAR GA 898.5 / 0 FL-88�.6 IW \ V I \ I �� n / / t 0 898.0 �B --- - 2 I I I I� ��z / 6 ��o --- - -- / 897.OAR 897� A GA 897.5 897.5 GAB_ �J • A 0 0 I / • A.'.1.,': / OVERHANG, \ D D D \ > _I - g00s - --J ��----- �� J L -----� �D I /GAR 897.5 \ d� �4 J L_-'Y ---J L�-- wD L- 11 4- L _ I R 897.0 v 11 I n Al S00°02'15"W g P �9 I o 314.73 - I N� D / I 1 I / L o �/ �� / ND 1 / 6 .- oHw- 50 \ I 1 I , , ,:.:. / M - N / / ...........f..r................................. I / o _ < < / :.:.::.:.:.:.:.:.:.:.:.:.... . g o 1 I 5 0EN-1 D I 5 0 N � / �J • N J / 0 N - 5 SIDEWA / L ......_\ 0.50%--O.SB% - 0.88% I I / TRAU9% 0.71% N\ A�� 759, �CAI .-. , 899.8 GAR m•m I i I 1 �� -S- n V r. rrI Dx , - J� i - F_ - - - - - - 10 GAA� r899.2 �� -/ >- ----- -IGAR - / �`�'� o `� v L to DROP 18CRS DROP 18CRS 1 1 898.5 GAR 899.4 GAR vv00 �/'oY� e. _ v 891.9 W. 0. 1-- . _ .•r _ N * IV -� 7 - V�O. I I W.O. GAFFv � n > ` rn // ox� li::.a �i' 'I �/ / I --- 898.2 891.0 890.5 890.6DROP 1 CRS ' D 1 CRS t.''/ g6, / ,�\ \\\ 1 - W 0. ""4 �\ GAR R 898.2 / � / / � - I _ � DROP 1 CRS - /,,� mX 890.8 t ------ I 1 1 I * o� 1 --- --- _ W. 0. /r o / 89o.s I I I 891.0 892 1 W.O.* 89 - 0 ----- 1 W � C II � r I � i I / .Ti -�_ tom' 9R �� � ��v ����i 1 h _ v -T- /' / j i ,/' \\ - \� _ __ 1- _ \ ` 1 I 895t 1 ,-------- PROPOSED POND 3 �- - - �� 1 BLO �v I 1 __ I-_1 -- - 891.E I 1 b 890� _ L _ /// / • o / NWL 888.E _ ,"- - I I I 1 - I C HWL 890.4 v -T i J� / _ TOP BERM 890.8 �- v v� \ - , n n row ��- PROVIDE INLET SEDIMENT CONTROL v 1�� V v - - - - J L - - - - ---� •sS A �d� o ' / 10-FT WIDE SODDED -- -----FOR- NEW STORM SEWER INLETS �` - - - - -- ----- - - I �9 ` - OVERFLOW WITHIN 24 HOURS OF STRUCTURE as v - l e 60 �--' E�EV 890.3 INSTALLATION (TYP - SEE DgAIL v� ------------------ _ -___-- 1 v �� y 1 --- -A -- v / vv -1 '� '' ' '� ��8g8 <�w ' --- _____ - --- -- ----- --- �888-- y r-- �� �' i' ' � I� / C------------- ----------- ' r T 7 v - V V\ p 7 \ V A <1 70O / /-� -� �\ i% ' 1/RRR o o n W �r _, �� c 00 -H f�l �v � n 1 =�Z f II < � ITl �=i- rn rn 1 I m S p M D v au ao rT� ^ - - - 1 -z� cp i 1 i O r- 0Wo D o r �\ .�..1 RIP -RAP W� � _,' ,'� �\ , - - � \\\ I (SEE DETAIL STR-7 wet _9 II m - `v 886 > - OD D Z r17 `I CD----' -- \ n ----wet �/ lam \ PROPOSED POND 1 I O ---__-- /' -- --3---- _ \ / NWL 886.0 II °�p zao �o .0 HWL 889.2 - ------884- oCTI SURFACE DRAINAGE co------- i - --- \/ Il_ 41. n o vV -' �� vc9d, v\ "P BERM $90.0 1 � rr� I � I � IIv ,,' /I � - - - - - - - - ELEVATION 10-FT PAST -BACK OF PAD C7 v --- -�--- --- 0 f L1�E -T_% F I� �/ ' DRAINAGE & UTILITY I I FINISHED GRADE � m /- vv EASEMENT I - 0.5-FT BELOW LOW FLOOR FOR WALK -OUTS OVERTLOW ��SO D z p_ - T/ I \ i wet '�. rn /vv I 894.1 - 0.7-FT BELOW LOW OPENING FOR ELEV 2 ` 601, I _ � I I - � - v v 1 1 O �- �� FULL BASEMENTS &LOOK -OUTS v / m fiet r= 1 I �9 GRADING, DRAINAGE & EROSION CO BOL NOTES Ip -- A Wets/ �01, -Tn A ' ---� rTi \ \\ ----, , -__-- 29_ Know what's below. Call before you dig. POND HWL POND NWL BOTTOM �� 10:1 SAFETY BENCH TYPICAL POND DETAIL WATER TABLE MEASUREMENTS 2-29-16 BORING ELEV SB 1 884.3 SB 2 883.1 SB 3 885.9 SB 4 886.3 SB 5 884.3 SB 6 882.5 SB 7 884.7 SB 8 884.4 SB 9 882.9 SB 10 882.3 SB 11 882.6 SB 12 -- SB 13 885.0 SB 14 NO BORING SB 15 -- SB 16 883.8 898.2 GAR DROP CRS W. 0 W 91.5 / GAR 898.2 DROP/1 C7S W.O. * 891.0 894.E PROPERTY, LINE ----- LOW FLOOR ELEVATION I I /' / 1) PRIOR TO ANY GRADING OPERAT1 NS, THE CONTRACTOR SHALL INSTALL LOW OPENING ELEVATION LOW FL=892.1 1 / ' ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DE INED - COORDINATE LOW OPEN=895.3 I WITH OWNER) AND' PERIMETER SILT FENCE AS SHOWN ONAN. ADDITIONAL RECOMMENDED HOUSE TYPE LO* SUGGESTED SILT FENCE MAY E NECESSARY IF LOCAL CONDITIONS REQUIRE. I, WO = WALK -OUT LO = LOOK -OUT FB = FULL BASEMENT (* INDICATES DROPPED GARAGE) FINISHED GROUND ELEVATION (GARAGE FLOOR 0.3-FT ABOVE FINISHED GROUND ELEVATION) DROP 1 CRS 1 GARAGE LOCATION 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR 898.8 GAR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. APPROX. I DRIVEWAY GRADE 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA C0� BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL �D I EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR L - - - - - J PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE - _ ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE STREET REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY RIGHT-OF-WAY TYPICAL LOT LAYOUT DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. W 0 O W it W 0 z W 0 U H U WO cl) U) Q w W Q z c) J LK zc)J < )- TL < H O Z 0- W O U)ir W<0 Z S W W U H Z QzQ _ - a[ � _z W 2 Z WW >-DZQ ~ W m Q W vi mmk< 0 0 N m W, z T LJJ N jr W % O 1W O W =aWLL A �.i� F- O W cr a z g w Q O W m W rr/� W z W W Z Ir W < J Y m _ U z z J Q V PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 � 0 25 50 1 INCH = 50 FEET I CR 17 1 PPI) r, I SURFACE DRAINAGE DRAWN BY: A.G. DESIGN BY: A.G. CHCKD BY: C.W.P. PROJ. NO. 16-1596 -- ---- -- o `� I ------- I` � � \ I I I I , 'I I � � - �<� <� <-< i °' <� -1 DRAINAGE - / t I� 1- & UTILITY I <, , f O °°. L I .Zl� I I I I , ` ` EASEMENT I o "----- ----- - - 000. --- -- / 0 On_ o bo. ------ 0 ° ° ° ° I..: `., .:� i I i LOW FLOOR ELEVATION LOW OPENING ELEVATION LOW FL=892.1 �� ; ; = - - - I I i. ; ;I :• ; �.'' ` ,g36----- LOW OPEN=895.3 ---- I------ - I I ; RECOMMENDED HOUSE TYPE LOB WO = WALK -OUT ----- - ,-- D'.; 1.y;m - I DROP 1 CRS .,`,,:. I. , LO LOOK -OUT fi f- 1A1 /A 1A11 11� I /% I I < r( I I /, I I I I / , . / _--- FB = FULL BASEMENT I 898.8 GAR / r. i ,, x\ 1 /1 ti _ _ __ / ( INDICATES DROPPED GARAGE) f< 1 1 11 K / � / I f< 1 1 I I K �1 II I / -1 I i I I I ROCK CONST UCTION A� I FINISHED GROUND ELEVATION ' % I I I (----- ----� - ENTRANCE (DETAL EN-17) --- -� _ I ? ; �� ; _ 1 �I (GARAGE FLOOR 0.3-FT ABOVE I I PROPOSED I ,.I, , r_ n , r, „ n ,I, „ r, r, ---r. r, , , „ k \ I � �� FINISHED GROUND ELEVATION 1 I / fi f- 1\1 /\ 1\11 I I I /\ F� < F! I I ) 5 WIDE SIDEWALK PROTECT%SAVE, TREES „ , ,-, , �, „ ,-, , „ , , L, I PROPOSED RAIN GU6DIAN rn ' ' Mz `---- Mx oX ___ ---- m \ -�A i' \ Dm - �' ------ �\ \ I STRE -- �m oX `-------- - _-- -----------------sss--------- -----___ i 10+ WIDE SODDED m?< ---------------896- 0----------- ------------__ A _�==�=89694=-------- - N I PZ _ I-- I' ------ _--- - ------------------1 ------ -- ---- -`- - -- - ELE LOW TYPICAL LOT LAYOUT 9 -- --- ---- --------------------- ----- - --_ - 02- - `_ - p u' 60 8 - ----- _--- V 889.1 --- 898-- 1.5% __ --_ \ _ - - 897.0 )W FL,889.6 ,5 898.2 GAR DROP CRS W. 0 W 00 GAR 898.2 DROP,� S IV W.O. * 891.0 10-FT WID`�,, SODatD OVERFLOW ELEV §W.2 / / Know what's below. Call before you dig. I � I I $$� �I_= ol- II 1E�D 8899088O..00�\DGRAZ AE EASEMENT -.PROP - 2.0_ -, ---- p LOW FL=89a.-. LOW FL=890.6 FB Fo8-0� 09/ - O/ I I I III I I � ' I � I SOP BERM 889.5 I _ I F-4 04 �cq - 0.74% OO \ ,�' PROPOSEI�� - POND 2 NWL 88p' HWL 889.1 / --- ��� � c� 1. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH r T -1 \ / TRAC" I MENT, OR LIGHT -EQUIPMENT /WITH TURF -TYPE TIRES.) N 1 99� ��o,• \ / -/�/ �`� F 2. NO MINI G OF SANDY SOILS ALLOWED, IN BASIN. p o \ \ GPe � / o�-3./ 6NAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. - 4/ BASIN TO REMAIN UNLINED. `' y'��' � }a" /'5. Pev) TECT BASIN FROM/RUN-OFF DURING CONSTRUCTION ACTIVITIES. �6 / Oa �� // EXCTEBASIN TO FINIAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING *9V --------- ; ,a DR INAGE AREAS. 0 --Z �- 3 ' / ELEVATION 10-FT PAST BACK OF PAD ORIGINAL DATE: MAY 10, 2016 FINISHED GRADE - 0.5-FT BELOW LOW FLOOR FOR WALK-C - 0.7-FT BELOW LOW OPENING FOR FULL BASEMENTS & LOOK -OUTS PROPERTY LINE SUGGESTED GARAGE LOCATION APPROX. DRIVEWAY GRADE PLANTING SUGGESTIONS RC)TTnM nF RA IN NATIVE PLANTINGS GIANT BUR -REED WOOL GRASS SEDGE CORD GRASS BLUE FLAG IRIS SWAMP MILKWEED TAMARACK JOE-PYE WEED NEW ENGLAND ASTER PRAIRIE BLAZINGSTAR BONESET BLACK WILLOW ginF :�I nPF_:� NATIVE PLANTINGS BIG BLUESTEM BLUE JOINT GRASS SWITCH GRASS BLUE VERVAIN PRAIRIE BLAZINGSTAR TAMARACK NEW ENGLAND ASTER RED -OSIER DOGWOOD SANDBAR WILLOW BLACK CHOKECHERRY BLACK WILLOW $gg8 G \ aa�° / ,' �t�-�e� lam PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED -SEE lam / PROVIDE Y" FIBROUS SHREDDED TABLE) OR USE MnDOT SEED MIX 33-261 WOGD CHIPS AROUND NEW (APPLICATION RATE=35 LBS/ACRE) PLANTINGS Sg0 ° \ \ \ / ��� 1& PROPOS INFILTRATII BASIN ° _ - _ _ II- -III- - - - I .III -III- 00 HWL 8 .3 `' _ _ (S� DETAIL) x'�, -III- ; I =1 11=1 I M I 1=_ -III- -I � I- �\ ,,'' � ,,''= 0 wo�� ,' }am -1 11-1 -I I I_ -I 1511 1-1 - I -I 151 �' �� �I 11-1 11-I 11-1 11-1 11-1 I I-1 11-I -I 11-1 I i EROSION CONTROL BLANKET SUITABLE FOR 710d 9 3S �09 ,,,���� ;11 I 1=� =1 I I =1 11= Mi I I SEEDING (E.G. STRAW -COCONUT BLANKET) -LMTE >� aR_-_ I _ ---"- ��� . I I I I I 1 11-I I M I MI_ � I ZUCTURE W}iICH CAN 1-I 15115115115111 15 -1 )HWL SE� CiK� _ _ _ 1 I - ,'� �a� p� "-III=� I I=11 I=1 I I=1 I I I- NOTE: MIX IN SALVAGED ON -SITE TOPSOIL INTO TOP AND UTILITY ASEMENT-�Op / 6 (MAX.) OF INFILTRATION BASIN �, ,� _- ��, L, �,ah\ / IN -SITU SOILS NOTES: I}aM ------ 1) NO MINING OF SANDY SOILS IN BASIN AREA 2) NO BURYING OF SILTY MATERIALS IN BASIN AREA 3) DO NO OVER -EXCAVATE BASIN AREA - I / INFILTRATION BASIN N.T.S. / �00 oqcdo � 46 / ------- � al i c`�► i10 �i. / WATER TABLE MEASUREMENTS 2-29-16 BORING ELEV SB 1 884.3 SB 2 883.1 SB 3 885.9 SB 4 886.3 SB 5 884.3 SB 6 882.5 SB 7 884.7 SB 8 884.4 SB 9 882.9 SB 10 882.3 SB 11 882.6 SB 12 -- SB 13 885.0 SB 14 NO BORING SB 15 -- SB 16 883.8 SB 17 882.5 GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL POND HWL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 10:1 SAFETY 1 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR BENCH INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. POND NWL 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR y PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN ROTTOM (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE TYPICAL POND DETAIL REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY RIGHT-OF-WAY, z O Il W 0 z O U) W 1E W Q 0 H Z W M O U i U LL WO �z� QW)W ir L) J ZFDJ Q J I- I- a�Z)~O =WQ�W Z Q�Q�� TL 0 < W LL 0 �W3Ez ❑z< WmQWc~n �oZ<W } W Z = IJJ CO<0 ~ wWjO U/ aWL a0 Dcr cl)a J W \1 z 0 Q Q z g w ~ O W w W r^ W z W W Q Ir W Z < J Y M _ U z z J Q W PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING co rn M It 0 Z U J 0 N It N O Li Q PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 o 0 25 50 1 INCH = 50 FEET C1.2 rTI\,\:t;;-:.., I 1 �i�-�i �/N. I I `/, :r=. • •:I•,� ;��,.:r,:-/\• i I .-. I .•i 1 I D I _ I: r I I II:-,,1 ;:; I ;;I:;;,: I I I DI I I I - - 03 _---I ---------------- - soo so _ _ /448.97 50.0 I 1 I I I I \\I r SOO.02 15 W -' 4 • -y I 314.73 FT - OHW ` F /Y m D , z .sr= z4z)rTi 3 k eZ 50 FTI `rT-1 0roO= zDmnm� > o6mAO � m IIom mmm IiBro/ --a -♦ 0 gl 50 ' ec / m %BM II J�m�O '^ D �A _ EXISTING WMC AREA r I000p� ° OO iBM W U a W� 1 14,174 SF.. - w / r cn m ' II 1 I I i I I I I x l I 1 I I I m� =1 m ---------------------- ----- 900__ 448.97 / -- - PROPOSED D R A I N AGE AND UT LI TY EASEMENT---" -'' ` '-PROPOSED DRAINAE AND UTIL Y EASEMENT P R O P O S E D D R A T N AGE — A N D UTILITY E A S E M E N T- ��--_--- � 6� I 50.0 -� -r------ 1 I B L O C K 12 —I ,-------- - I T F I I I to I - - - - - - - ' \ --I I 10 10 D I r_ 1 1 110 101 I I 1 I-------T I I oA I D I 1 1 I I 1 1 I I I D 110 1ol=\� 1 1 I 1 1 �o I Z� I I ( « I I -rn I _ o I I I I I I I Ioo 1 I rm I X I _ -----_-- I I I I 1 I 1=10 1 I I I I I I rN A I I mA I ) N 1 I I I 1 I W p I `o 1 Oo 1 1 1 1 Imo c>n 1 I of C+ 1 1,2 V I I ImZ I I K 2 1� �" �\ I I I I I I o► Imp 1 1 I I I I I \ f no 1 1 1 I I I Zm 1 I �_---� L-----J10 OL------J L------J I J L_------J OL-----J----------------� L------J 1 I I Soo•0'15"w L I 'y-- j L------ 314.73 - - `•.{;^;..:.:;';'. 6� kip I \\h y ' Know what's below. Call before you dig. / \ \ \ I I 110101 �/' \ \ \ ENID --' ��\ TRAIL L TRAIL \\\\\ ,� D II Ski - 10/- I B, � - - — - ZA r I-----110 10� 1 1 I I ID`, 1 1 I I ND\ it -- 1 i I V I I 1 I�o 1 1 I Zm 1 I 1 1 p. 11 r N I I I i\Vj ILI \ - -y"_ IDA Imz 1 1 I / // p \ //'\ \ \ \ \ �► \ I Bi I I I Imo I I I I \\ \ \ / _ _ OCK 1 I I r I� I __J I I 1 I I J777 J- — —J ------ o M/ / o O ono �o oz� rn �2> = o �� /// o� o���g�� v F m PROPOSED WMC AREA 115,,415 S.F. 3 . - -� 11= D , L DENOTES WETLAND BOUNDARY DENOTES WMC BUFFER NOTES: 1) FOR AREAS TO BE GRADED/DISTURBED WITHIN WMC BUFFER AREA, SALVAGE MIN. 6" TOPSOIL AND STOCKPILE AS SHOWN — PROVIDE SILT FENCE AROUND STOCKPILE AREA 2) GRADE WMC AREA TO 6" BELOW FINAL GRADE 3) ONCE SITE GRADING IS COMPLETE, REPLACE 6" SALVAGED TOPSOIL WITHIN WMC BUFFER TO MATCH FINAL GRADES AS SHOWN ON APPROVED GRADING PLAN Fmm U) W GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY RIGHT-OF-WAY, DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O Il W^ Z C) L z O o U) U W � U W T- 04 0 � v / W Q H O z U) z W z IY U_ I ::) JY W m U U o VJ PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 D 0 40 80 1 INCH - 80 FEET C1.3 -T- _1_ rT1 1 I \ t ->L 'A' -T- _1_ nlm=yUU.ay i Inv=880.711 NW \\ Inv=880.64E E) \ (Not field Iver.) Ec _Exist CB J o Rim=898.93 Inv=? (Not field ver.)I \ I \ / R in-f3898.85 Inv=$T9.95(N,S) v (Noj�eld ver.) o x r- -I -1T - V = N T \ C/) DV z 0 p 0 / 0l / / F i 1.:1 L_ 1 I < <-6--� NMI I I I 1 II I I 60111 1 I I I I I I I I v vv- i "_"_------_ 1 O 1 j O -1 "--__-- - _ ,I 1,1 I OD \ _ - 00 co ; 9, L Y I I 11 \ X _ - i I I r " I A I rIF� I .\ r♦ rN n\ rN rN < hf 1 1 I 1 11 I I I I I I (p \ I / \ - - I I �\ - - 1 / I I L_ I V / \ I V L/ V/ / \ 1 1 ♦/ I \ L/ / \ L/ L/ I 1 1 \/ - / (� / V , - _--------_ // h< I I I 1 K / / ROCK CC I � I n ENTRANCE (DET '\ I /,, 1 1-< 1 1 1 1 K / 11 /` 1 1 r- A l n n 1 r\ ♦ n 1 1 /+ r\ r\ A r\ r\ 1 -1- 1 /\ " 1 m vi L/ L_ ♦/ ♦/ 1♦ -f I II I `. fi f- 1\1 /\ 1\I 1 11 I/\ fi < h! I I I I\ I I I I I I I I 1 1\I I I DX ./ I I L_ 1 V /-\ 1 r L/ / /-\ I 1 ./ 1 \ L/ /-\ L/ L/ I I I ♦/ 1 r .0 Rim=900.1(2) 50 \� ^ 8.12 DROP8881.OE6 I ----- -' -----' I\ I (Not field ver.) + - ------------- oX I / 448.97 ^ / W _ HYDRANT & _ CB 113 CBMH 302 _ _�� - GATE VALVE ---- I----- ----I ------ o- i \W� oX RIM 894.15 ------ E-S-408----I I --- _ --- T \\ \ oZ I _ _ FES 104 - - -I I- I INV 890.70 KA CONSTRUCT MH OVER I �,Z"CBMH 301 INV 891.15 1 (TYP) 1 B O C K I 12 I- - - - - - - - _ _ I IINV 891.40 I I N-V-8�0.20 I I I h I I I I T �} I I I EXISTING 12 PVC SAN \RIM 894.35 ISAN MH 1 I'NV 890.50-WRIM 900.3f INV 889.00-SE I LOW FL=892.3 I I II� IIo INV 880.40-N LOW OPEN=895.5 LOW FL=892.3 N LOW FL=892.3 I I LOW FL=891.1 I LOW FL=89 .1 LOW FL=890.1 LOW FL=890.1 oV LOW FL=890.6 I I I I- LOW FL=889.6 I I I. 128 -15 STORM ®0.31% �V 880.23-E,W i m.X I N W OPEN=895.5N L� OPEN=895.5 I I I I I I I I Wd oc.n86(N,S �� �o� N O O 1 %oI I O I I LOW FL=890.1 = Z= l I I I LOW FL=889.6 1 I AN MH 7 (`K \�X CBMH 1 7 1 AN MH 5 1 I I 1 1 RIM 895.1 2 0 \ \,� SAN MH 3 N \ I .25 I 1 1 V I I 0 I I I � © m� 0 h I V 890 95 I I V 88 .97 1 1 1 1 Old 1 8" GA E VALVEI� I IM 896 8 • �.'.- ; ' NV 882.36 vERH L I � �� o i --I I I IM 893.�5 I - -\ -- --- J® �- 42'. ^ I S00°02'15"W P.. �- � - v .� '� L � - 1 I 1 ® I NV 88 � I. - - � - - - - ^ 314.73 ------ --- ° RIM 894.2 I o ""�� oHw o, I - --� \ J INV 85.13 -1 T . • 6 � I » I� J� M I T F �r c•r � -- rn I � 184'- I PVC 1 �N 0.40% © 4.99 I I I I I 11111 1 1- _ _ ` / ° 1 MIT MN A 344'-8" PVC SDR-26 SAN @ 0.4 °a`' �'- 'L - - G�tll V - - 1 � � 218'-8" C SAN % , 1�1 IN 280' £PVC ^% 8 GATE E�� �1� $„ Wp,TERN� NV 888.60 8 ,-8� ,1� ��4 orh X x - - -_ 140 -15 STORM ©0.32% PVC �sAC°' _ f89 JACK BORE UNDER BIRCH _^ �A A \\° STREET -OPEN Cl FOR :....." �m DX - -\ - I I N SA MH 4 - - - - - - - - - RM ®0.519;- o t IMANHOLE CONNECT�1 ?a oZ �� _ \ l v CB H 1 I I W I CB H 10 �BMH M5- 1 1 Z"I MH 111 \ '` = j I/\\ I - \, LOW FL=892.4 I INV 883.10 1 I; RIM 8 5.25 r, _ _ I IN 89( A m INV 890.8 INV 8 0.40 _ I I _ I RIM 891.5o �v IN 88 / ♦ O I / /-♦ D \ D /� / / I �- N I \; r /ii� CB 102 I INV-686.25 o _- A / SAN MH 2 / // 1 00 RI 3.53 IN 88( O rn N r� \ I / � _ I I `-- RIM 900.2 /i ,� I LOW FL-891.8 I `� I I� 9.28 v-1 r -- I / - - - ou / \ \ / :. / LOW FL=891.5 LOW FL=891.0 LOW FL=891.1 = = m =/ \ oX\ ' °I INV 881.78 / / I I LOW FL-892.0 1 I' » CA) LOW FL-891.5 / \ \ � i ♦. c/' Exist CB ---- Nam\ ; // / �� --, D Rim=898.76 rnZ °yv i v I 2 15 L TqLR�9 1.1 m h Inv=? ">' ' I I 1 I I LOW FL=892.6 D < No field ver.) oX '/ \_� I I I -I I- I N B 101- _ -T- z n o , �/ J I , -� - 1 LOW FL=891.5RI ---- ___ 1 L LOW FL=892.8 LOW FL=891.5 X IN 190.00-5 Ell 189.00-N 'y J _ @ IN 186.40-E /-\ �- �--- I\ I BLOCK 1 I I I I I I to I I I - J �--� �h�l V i 47 -15 RCP ® 0.43% 'y - / 15 RC APRON \ IN - - - - - _ 1 / -- --- I \ j IFES 100 I� _--� �-� Q �I \ INV 885.4 \\\ \\ \ I 1 I �/ 886.00 - - L - -T1 / \ ice / / , �,- 1 OCS 3 (SEE DETAll2 �2) I= \\ \`\ I \ ----- J L-------J L- n 17'-18" RCP @ 0.\59% --- - - - - - �- - 18" RC APRON FES 110 �\ 60 I - -�; ® INV 888.50 ,-886-\\ (�&- \\, ` - - - - - -� = _ _ _ _ _ - _\ - - - - ` \�� \\�` ICI I I� I I I I\\ INV 886.00 \\ __ / �/��// O \ I, 1 / \ I / ___------------------------------------- - - - - ----------------------aH�M_ am Zz rT --, l\ ��.� } - / III I ///� / / 501 A v_ __---- �� /, O I ' I i r-- y� __ /\\ /III �Ili� // \ I O W Z (_) - I ray C O00 n TI O rn <�\ \ \ _, = i // / /� ll/ �/ / ///00 \ a / _ A � i=� z - v . . w / /' / //// \ 26 -24 RCP ©0.38% \ --� 00 O rTi - _ / » v / / / / 24 RC APRON GJ 0 00> A / / ♦ i vI / v // v m/ ' , wet u , -I � D ��� \ -''" '/� \\\ PR POSEDT LOTNTO H �VE:D, EACH � � � � I\�� \_ _ \ ';\ ®INV 885.90 r - 00 _ - i OCS 1 (SEE DETAIL C2.2) -- / o O z rn 8 -4 PVC SANITARY © 2.0% Z ; - - %`` /,-�---- lam �' �� II % 8s\------' -1" COPPER WATERMAIN 0 \ »I ' ' u O z 00 - /\ 36 -21 RCP ® 0.69% o /------^}' 1� o °�, �6' - - �\ 21" RC APRON Ui $ ___ / 00 N -, ® INV 882.25 --_ 41 A I- /' O p M \ \\ / � - I / O \ rT1 j --- n F- lA11 I I II I 1 ,- CTI OD - T - I wet lip �= ! I \ we40 ir rr DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. 0 z O W 1E H z W 0 U U W 04 C) ILL WO cl) to � U) <WW rn � ri U J <)J J2< O 0- 2 0 =W<WpW z W U �1)2zz `1 z <DQW2 W 2 Z W ~ D z < W mQ'Jvi mmok 0 Q O N m °oz� LJJ N % O O W W =0_W� A .im O Ir a (/ ) w Q ~ Q O U) z W I.LI Y J � U o J rn� V zz ILL J Z) PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 0 1 0 25 50 1 INCH = 50 FEET Know what's below. Call before you dig. C2.1 (Not field ver.) ---------- - ------------ Cr) I I - �� 8" 'SAS PVC o I \ 1 _ 8" S�<-< v I - I I O 30"RCP- \ \\ I I I I I I \\ I \\\ - 77-7 All YI Rim=894.82 \ : .. �.....::. ::.. I �Exist CB ____ nv-886..83(N) .Rim=894.29 r. -------- Inv=886.43 (N,S�Inv=88595(S) East Top of 0 at fiel8�( zZ - Invert East) Concrete 886.54 --�-,-/ ---- I I \ - / I :.. m I r, r♦ r� n r� r� /� 1. .1 < F( 1 1 /� 1 �_ I v i-% I v LI �' i-% 1 1 .r 1, L� I i-� LI LI 1 1 '1I -4 max' Vr F< I I I I K Y< 1 1 11 K ,w. 1 I I I I I I T I 1 I I I I e: I I r- 1. A k 1 r\ r♦ A 1 ., r\ r\ rn F_I I-- I\I /\ 1\11 I I I /\ F1 < F( 1 1 /-\ I I I I I I I I I ICI I \ Z7 .� L_ I v I-1 1 r L/ �I I -% I I .r I, L/ I L/ L/ I I I I 1 11 I \ m \ \ D--=' I � Z oX V) \ I=X I M>DX 1 NEI 60 I / / / _ I I CB 113 - CONNECT T _ I I_ - ------ M-8-93:2& ---- -EXfSTM-1 NV 890.70 r i 8" GATE VALVEtV 8�0.20 i I 4 \ SAN MH 8 1 I I o INV 887.14 1 o ->� ORM 0.31% » LOW FL=8PRO 9 .1 LOW FL=890.1 y LOW FL=890.1 LOW FL=890.1 LOW FL=890.6 LOW FL=890.6 I - - - - - /// / �/ 21 18 RCP * ® 0.38% I I I I --- yv V, // / / LOW FL=889.6 I I j 1 \ I GW rv_ IV 1 0o- N I / \ F�� 2b \ \\\\ , /iii/ / / /// / I I _ @ / \ / / / 18@ RINV A885.. 0 \ I AN MH 7 C K N CBMH 115 I CB 203 I / MH 201 \ I �/\�6. Q�\\ /i/// / // // \ RIM 895.1 I I 2 o RIM 894.05 I I > I RIM 894.05 I / R���894.00 W \ \ \ \\\\ \\\ \\\�i�/� / CS 2 (SEE D TAIL C2.2) 11 I I �- 9. 0 1 '� / INV 888.80-SE \\\ \\ / // 0�3 8" GA E VALVEI� 1 „1 I 1 RI 81 5.25 1 / \ \ \\\ \\ / / / 6.5 -N \ \ �i / // / 38 5 RCP ®0:26% RIM 893.�5 1 42 - STORM 1.19 z IN 9.30 h \ \ \ // /// / 15" C AP INV 88 L--- _� -- ---Jo L----- L--- ---- �----- _ -- -- - -J// / ®INV 80 _ \ \ \ \� /FTI Tz- ✓ 1 » 176'-15" SIt TOrCM �� / \ �o \ \� / 1 8ATERM �SY _ A" r� I I I 1 I MH 111 1 CB 102 RIM 891.50 RI I 893.53 1 INV-1686.25 9.28 I K) W LOW FL=891.5 2 15"LATFLRW9P5 1.1 6 101 FL=891.5R1 IN 90.00-S 189.00-N 1 /i IN 186.40-E FES 110 INV 886.00 z /i \ ZZ r-II \ \ � -� �� 192'-8" PVC SAN @�040% I \ oA �� \ rt F_ 280' "PVC SAN ® 0'4 0<010rh 189 15 STORM ® 0. 6% OD- - L- - - - - - 0) Uj v CB H 112 y CB 204 / \ vo� 0 3 CB y m- IrT1 RIM 89d.GO �/ / SAN 895.4 v� IN 890.10JN [RIM 894/0 Z IN-V�890.00 �� I 887.91 \ "e N IN 88�.50�J r i p,\N g \ \' �F' b� o N V 89b. - ® D 1 / INV 88�.50-E / �,�\ C:) z- ) �/� \ e���6 \ \ 01 I V \ - - - - - - - - - - \ \ / 14"' \\I I \ \ °� 0 / \ A v \ V I SA yeti m ,\ \ 94.8 \ ,a00 �/ wets -yet jam INV 887.55 \ o* ��� / vv p\N\\ v \ \\ UNLESS OTHERWISE NOTED, EACH LOW FL=891.0 \ ,r \\ \ V PROPOSED LOT TO HAVE. / / \ V i 4" PVC SANITARY @ 2.0% -1" COPPER WATERMAIN / %0 //- - - - - - - - - - - - - 441 26„24" RCP ® 0.38% \\ /------------------ \� \�---1/ '0�°o� 4 =/ // , 24 RC APRON ® INV 885.90--------------- OCS 1 (SEE DETAIL C2.2) ------ -- �O / a }am ' 36'-21" RCP © 0.69% --- _ / 21" RC APRON © INV 882.25 71 / i - V /F / / / I�= -\�� - - _ p ii R� \ ' 0 60" GALVANIZED GRATE 11 ELEV=890.20 �' I I / ELEV=889.20 TOP WALL=889.00 ` 36" WIDE x 15" HIGH ORIFICE INV 887.75 4" DIA. ORIFICE INV 886.00 SEE PLAN/PROFILE FOR LENGTH/SLOPE : + POND NWL=886.00 ' INV 886.00 SEE PLAN/PROFILE FOR LENGTH/SLOPE POND 1 OUTLET STRUCTURE N.T.S. © TOP WALL SEE PLAN/PROFILE FOR LENGTH/SLOPE 1 \l An i:. INV 882.00 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 Z O a. W Z C) W Z M Oo U U W � U ILD W 0 04 co GALVANIZED GRATE p W WO a11) WW3 > C() �oCUQ O J�JHH O �p z U)ir0WU) U_ ORIFICE INVERT OA z z z `1 J ORIFICE DIAMETER © Q D Q _Z =W�WW C3 POND NWL rA iZ W A ozQ o WmQWw � Q cal °ozW LJJ N cl<U) o SEE PLAN/PROFILE _ W W w LENGTH/SLOPE - a 0- O O a O POND POND TOP RIM RIM INLET NUMBER NWL/INV DIA. WALL LOW HIGH INV 2 886.00 4" 888.40 889.10 890.10 883.00 3 888.60 4" 889.60 890.30 891.30 885.60 PONDS 2 AND 3 OUTLET STRUCTURES N.T.S. 1 /2" STL. PLATE DETAIL "A -A" SEE DETAIL "A-A"- 1 /4"x1 " FLAT STL ---, A HINGE ASSEMBLY MINIMUM OF 2 HINGES REQUIRED (4) 1 /2"0-13 UNC HEX • HEAD STAINLESS STL. BOLTS WITH NUTS AND WASHERS 5l8" 0 SMOOTH RIND. STOCK 4' O.C. BOTH WAYS 57"0 (2) PIECE 5/8" ROD POND SKIMMER GRATE GRATE NOTES: 1) GRATE TO BE MADE IN TWO (2) PIECES 2) ALL METAL SHALL BE HOT -DIPPED GALVANIZED GALVANIZED GRATE VJ W Q ~ Q O W z W W Y J U 0 J W PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 0 25 50 1 INCH = 50 FEET Know what's below. Call before you dig. N.T.S. C2.2 LEGEND n M D M L �I I------� T-------I I— Bi i-------�-r--- I I —— �----— — — LOCK2 T � I I I I I I I I I I I I I I I I I I I I �O I I O I I O I I I I I I I I 1.10 I II II II II II II K 2 1 1 --J -- — J L ---- L__ — -- --- ---- , J — -- ---- 0AILY O \I ENID g` _ ENID � -- I i TRAIL \I I I T --- --- —11 — I I W I I I I I I I I IV I I IV I I IV I I � 1 /�y� }am I I I I O I I �0 1 00 POND SEED FROM NWL TO HWL W/ MNDOT SEED MIX 33-641 Wj i O W BOULEVARD TREES BOULEVARD TREES REQUIRED: 1 TREE PER LOT 2 TREES PER CORNER LOT COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 1.5-2" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold' (male only) FALL FIESTA SUGAR MAPLE Acer saccharum "Balista" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY Caltis accidentalis BUR OAK Quercus macrocarpa NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH Betula Nigra RED SUNSET MAPLE Acer rubrum 'Franksred' 38 PROPOSED BOULEVARD TREES SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 2) VERIFY TREE LOCATIONS WITHIN BOULEVARD WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 30% OF BOULEVARD TREES CAN BE OF ONE SPECIES V }am \\\ _n, I i BLOCK I \ I I I I I \ \ L- — — — — — - L O 0 OPEN AREA LANDSCAPE CALCULATIONS OPEN SPACE REQUIREMENTS: LARGE TREES — 1 PER/2000 SF LARGE SHRUBS — 3 PER/2000 SF SQUARE FOOTAGE LARGE TREES REQUIRED LARGE SHRUBS REQUIRED OUTLOT A 19,932 10 30 OUTLOT B 36,063 18 54 OUTLOT C 8,900 5 14 TOTAL 33 98 �0 I � f ICUR CA I I I I I I I -- -- —-----------� J 11 / b l DENOTES APPROX. LOCATION OF PROPOSED ADDITIONAL TREE I DENOTES APPROX. LOCATION OF I PROPOSED ADDITIONAL TREE DENOTES APPROX. LOCATION OF I PROPOSED LARGE SHRUB I DENOTES OPEN AREA LANDSCAPE -lam ---- �aM��}am r \� / / \ "D,11 0 e`" FT� -------------------�\ POND ------------------- SEED FROM NWL TO HWL lam -------------- z �a ! W/ MNDOT SEED MIX 33-641 0 lam i �av OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 1.5-2" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold' (male only) FALL FIESTA SUGAR MAPLE Acer saccharum "Balista" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY Caltis accidentalis BUR OAK Quercus macrocarpa NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH Betula Nigro RED SUNSET MAPLE Acer rubrum 'Franksred' 33 PROPOSED OPEN AREA TREES OPEN AREA - SHRUBS SYMBOL QUANTITY ROOT TYPE SEE NOTES POT SIZE #5 NANNYBERRY VIBURNUM Viburnum lentago SIZE #5 CARDINAL DOGWOOD Carnus sericea 'Cardinal' SIZE 36" HT. BLACK CHOKECHERRY Aronia melanocarpa elata 99 PROPOSED OPEN AREA SHRUBS SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 2) VERIFY TREE AND SHRUB LOCATIONS WITHIN OPEN AREAS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 30% OF OPEN AREA TREES OR SHRUBS CAN BE OF ONE SPECIES 1) TREES ARE TO BE 1-1/2"-2" AT 4' BH WITH 1 YEAR GUARANTY 2) TREES ARE TO BE IN ACCORDANCE WITH CITY'S TREE ORDINANCE 3) 15 REPLACEMENT TREES REQUIRED (PER EXISTING TREE REMOVALS) 4) TOTAL NUMBER OF PROPOSED TREES SHOWN = 66 r C W \\\ I I--- -- -- -- - �` r i \ \ i \ \ / POND Z \ \ / SEED FROM NWL 0 HWL W/ MNDOT SEEDMIX 33--e)41 v+eti�lam O / \ \\ \ \ 4%I \ \\ / / �aM }am / / � dam r_ — — — — — — C IrnX I I DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O Il W z C) w z O o U) U W � U w � 004 (n W Q Q o z U) z Wz w W Y cU) 0 J � U o J U) PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 z 10 0 25 50 1 INCH — 50 FEET L 1 I �1 P fl PPV 00 N W P fl $ PPV I i % au Issou ssaJ rn au Issou saJ o' I I ----- Zl '0'S'I :Jaump p / i o� o I I 6 z ZL '0 S ' um0 �p -_'_ -' ----- _ Ja I 03N`OISSHNn ssaJPPV L000-LC-ZZ-LC-6Z 'ON Nld cb� o \\\ m� ; I mw S000-K£-ZZ-L£-6Z I'oN NId I 6 -- - I _ _" d0 l.1Nf100 V�ONV :Jaump '--------------- - 1000-tiZ-ZZ-L£-6Z *ON NId � ` 3 ; m� \ " - �I Vl� I�ti � ', NZ I �� '�� �� 62°801, 1KilE'S'!�'�'COOJ[ mw \ mw 1 �_ _ _ _ _ — — — — — — — — 1\ ai I \`1 j , F i --- - m mZ 9 -V � `96 9_______________________ i--_________ -,- 6 --- Z - 70 n� �� Mum- --- 00 ; U �' aow w -- _� c Q) 0 o -0 -cn Ln Ln 000 - - - O _J V — E � LL I Q) L_ \ - __ - ____ ` C7 LL U - - - . I� - _ - -_ Q _ _ Q - C) - +, - LIB >� � --- - Z O cn p -U 00 Q V_ .� m \�� . ---- __ - ---------------- ED I Wcn W z J N .> N 00 W O aI . \\ . ---- 0 6g N O o o° N o U Z m 3 -------- --- --_ U) NSir - W J 0--p W Z C W O N o LOL mF \\ - _ Nr w Z Q 0 W U � O N O ^ LL_ � mw - 068- _________________ J - wO g 4 �_IMME - _ o , C) � C -o -.w \. 4 ,W m __ _-------- (n O ~Of F V O C m -.1 fO -0 0 Q Oj Q) aO-+ �`mw "� 11qm al Au" -_ ---`- /p -" — U LJJ O O C) N \_�- - - z° w Z W Ld z �"� o Z J C* � ( °� ---- e ---------------------------- W W W U _ O N_^ m O Q U W o >,Q O 0 0 (- s2 � c > ���` Ri moo , - %I Z � o ---- - Z W W� � Q cn v I w U O O o '> co o C Q w ----- t- _ -- -_ I ---------- _= �'/ � TW I 2 J j I � (WO E m � (D -Q � 0 CO W ~ L LJJ N >, U \ 1\ 0 -_--------------------------- l W � Op � Z Z H - \\ Qpom Q W - z � ._ O+ O Q� O N • o �� I 888-- _"----- _ - 0 D ,EC A(/) >- U - z Q - 0 00 Q 0 c� N O E 0 60 > N U U ro� `\ N ICII5 m - ro :1 -ro---- `\ �6 a _ 8 zI � W W m 7 7 C Q C) Z N CL 00 0 0 N E E w Q C) z z C//i (n ICE) z -F: U U U Z 7 0 _u � � " � U j_ m j_; 00 0) � �L � Q Q 3 U U - N O z > Z, W (n I = 0 (n + Q - W - - Co I + - oii,,Z', _' L m I ° m - M o N i '� [ Q--" = N in (D U m.i� I - �-------" ' -O z I J w I a� w N cn �� ------ m .w �W - �� ---- _ __ - W W'D W Q _N Z- + ^ c mw _ ' Z X - U 30� )PH a O W O U U (n p= 2 p N C 0- N C _ U ,3 aN m N~ �3 �E mmw �� _-- ------ -----1= ,�� O Q ?� Z 1 U U + U mw --- ��yaMx mw °�O }am -{?N �o� --- ---- -- _ -- ----' ; -- oW aow.- - Q I W O Z W L- O Z U N Cn O N� -0�� .. + - D - � mw - - --- %I i/[-T oQ W .. �/\ ' U O J N U � 0 0 N --- ------ ° ' m N - --------------- I N m _ W YQ� > v/ o U O (n Z W w DN C p� p �� 7-p I / a ---\ m To 1 I I ! z w � W Z Q 11'' „ q 3 N • O Q = U = CoI CO Cn = 3 O -0 o -Q C I / / N � _ 1` r, _ m _ I ' / Uif \ - ' 1 Q ILL \ / _ W Z O C C U N U N \ / m3 - xm'- : m3 ro3 n~ 'I [-- *t w `�\ I li I a Z 00 Q Z ' Y Q U U U ('O U �, J— I / mw mw mw w rn 'i `iiJ cn I 1 I 1 �\ -`-r- O O Q O z Z Q cn 1 ,� O p _CO > o r� U _-, \ // r - -N i { y = U W O W_ Z (n 0\ �� O p O U + U �� \ / i/ NI w \S, v, 0- p - w U O > z O J N N N cn - O o O \ ' I �� �J ----- -------I-- Q J L LJ g O Z L_ N > 1 (n Q6 — N \ / , , m N � '\` ,i (,PIS U / F-- M Z W I O - C) (f) U U O (n 0- > N co -O \ / mw n 3 , `,, \ N,Qa: _ 68\ 1 -- I I- O(n m LL Q U O•• cr-O ?� Cf)�� Q O U U U N \ / ^� O `♦ 'I ♦w♦ rm '`- I I I \-/ 1 Z /1 O LLJ � y Q Z p I C_ „N p O -O p U •� \ / \ m3 ��('� �6' \J,/ I a�0 //__ LJ.J __I________ / \ ZJQ= LL m Z C7(n U(n -UN -U QU O N U > dN� \ I mw ^ �o i IN " /- -aa I I ---------C_J" Q; Q Q � Z O Z � W N U 41 _J = o O U N- L_ O Z \ I --J �\'' --' �E - ° co`, L1J -, r^ •-- bw oM O O �.i w a�Q�a��_J�-L_0L_a�o�L_�o o \ 1 In !-I I , U � I� � J O � cn O = � O O O O Q \\\ ------- row '°'� , v5 Z � -. --! ,,7 � _ ---- `°w m3 mw I , I I <�I. LJ-J _ �_ H- a- W (/� W w Li O m W W O N W m (/� Q Q N \ I I qi 3 a m 1; ,_---- -,w W 1nr Z O \ I IOW yJ m3 m I Ly_ W J = = 00 �/ O - - -_- /� \\ '�_ OQ mom= �a/x ' -- X X - - m , - ,c - I =I W N w w w w w Z 1 1 I I I I Q \\\ \ ,I I _ /= ; 7 i I I '=-- -� M w \ \ \11' rW , I a M /'] p�aN \ _ ,(�li L'zL+ O m, �.1 � IIO9 ^ v -I- n O ' Z O 0 Y m3 h a �QJ •QV� - !i+ aJ! ��, 0� mw ' ,A - j 'i . 1 I T I Vr \1 h '', \/ / I mw Ind - m,I I , I -y- D1J r _j (� ~ W , m3 In ^ n -17__ x ' .11 1 -T- , / /♦ w / Z CY W m Q J , � �\1 mw N I NI mI 7, }aMH o col 'M M _1_' i NI \/ / -I U O W _J cod M� m� co Gy r \ x J = _ O � W✓ Z 0, Q � LO �d �" row row oiJ. m I m3' I 0 1 .. / \ (000 I u O Z ~ J W w �� �' -ti �/ CO �p row row row loow\' tO� rows rn -'Ji i \-/ 1 AIM H / O Q Z Z W O Ci: 00Z m�I m3 OIW -n _ /`= I 00rn �,, = Q > Q O � U O LL O Imo% � (/ ( )IY% o0w mw , mw ww ` N � L y _ i ppll� _- Z W ~ Z �� - � U Q J Z I' W (n O (n W 6- I O Q J W w O U �cA -- m � U Q W LLJ A -- - - Z m �' W W J X — ' Y \ L1J \ �,_ 1'�l^ I � II lao o �11��i /V\ I 3 EI> j M I ____-- -- � Q O X Q O Q m W w U U X � F-- O MI X, J 'oJ o ,, )_ o m .� - - - o M� m -- °J — Z Z m �� mw -I mw W W _ w - _ `J W W m m Z Z W / y ------------------ - O � N L.L � � W ly� L � I . I O Q , �p�:� � M , N I -�� may\ a W W m ~ W L W Q W Q m --------'' N r, ,n ,n co In � co � _ . M Z / O W (n Z Q Z O ~ �j (n W' Q � �� � W � � a �' n � �' o ow �� � � ' V m°' 4I '� I / � I . / . I 1 �� / mw ..'' m,31, ro3 O Z Q w 0 J > W N _ CO �N M M ` rn m I,ai- M �• I o �� i i \r1 �� r_ N J W >Q U V3 p0 I o .'.. `\ 00 O (n (n > L17 v ,/ / O_ n_ rn_ a co_ ro� ol< mM d0- w w m z Iri L_ F mw w wl O Z W Q LJJ Q W 0 LJJ � = o� oo £_/__-------'" °� a�' m� mw5 w t^6 \ Z Z i W — Cj% 6 O IMF row row, row 3J.�w _ -vFe 'tF o > p /-\ (\ \ NN m W,' '.� OIY. I LL LL C / W \ mW m _N__ i.(D mLJ m LLJ ro U� m (n W U (n z Z Q O Z Z `/ ♦Y` ,,0 M aow m� m� o m� 3 w o '\ \ rn`- % O O Q_' Z O O(If i.� i.� W W z W ------ -- (� Z 11 - ^ W V) mw mw xmW mI,J roI+�J xyJ mw ------ m /; mw In I 11 M I „ I \ x Q Z = Q Z Z J Z Z z_ m e<�Z7�� O W N QZ =� Q W W W J W = W j U O m > O \ W � p/� -J-'- -- m ,, ,_ m J Ln Z J W O O m n, , co I -� m m3 '' I W _ W � U O ---- 11 I� m S rn3 < I M O row xm :nl ti 1 :: row . �' 0) mw m� P w o� Z Z Q Z� O O� O Z W (!7 Z J m W W z (n (l) W (n (n (n Z D Q Q U J U - �- - N 00 1 w tZ 14lQ7lN x NM~ m \/ o mm ` a o mWCDN� O J O (n z Q Q O X W Q m J Z LJJ W X X (r X X X> O- �p Q ---- - - -- --- /�' _ } - (O m3 Z Q U (n (n = W W (� U w W 0 (n 3i L.L LJJ W I- W W w 0 U m CD Q �/ w w M j � my �/f NIA } 3 v c^o i .m r ro pp m3 N� mw - - Z Cn Z_ '\ -- 9 I- - 11 w n mw } Y 1 0 w M col > m m a mm m. O O 88 \y � . o o% M �� N ao rn� $�1 � Inw Q O (/� (/� (/� (n (n (n (n (n (n (/� (/� (n (n (n (n (n (/� (n (n (n (n (n (n (n (n Q "' N O a v' M c�,w ICI +z mw w, / (fl (n (n (%) Z (n W - Q / Q W 0 ~ J x rn� �M \Im 1 caw, m3o r�� O mm� rn m ro3 /' I mw I W W W W� W W W W W W W W W W W W W W W W W W W W W W W W W LIJ LLI > Q 0p > O o W ,o, 1 oI N 03, mW\fl� N�IpJ mw1 m �� " m xm mW Q LL \ ✓ '1 v �! M m� NI'J ~ 1 NIL M ww' NW . m: N 3oml l m - ___J W � H- � H- � H- H- H- � --_" \ Y, w Q W mW m3 ' mw", 100 mw. m [ _. m 0 O z O 00 J a� rn3 ,w,w 1 m 6 m3Nw II II I Nz (LO [:"min mw H- 0 H mW 1 N�'`' I 0 M w Z / \ !Y M - m �N �- m= n ..I �/ � .r '� — Z�Z� z(nZ Z Z Z Z Z Z Z Z Z Z Z Z Z ZZ z zz z z z z z z Z ao I mW NI I<- rnN , �� �� r rn m ' n 0 m O 2 w> mws ^�I w N rn3. > OZ OY O� O O O O O O O O O O O O O O 00 O 00 O O O O O O _ _�_ ♦, J = mW I m N v �¢ rn m`.' O c. m C/- m l LLj O LLJ Q LLJ Q W W W W W LLJ LLJ W W W W W W W W W W W W W W W W W W LJ \ - W� 00 Q' � N- = i, o L _ m V 1 'n :'cow 'tij,' "'� W W Z \ - / [-- 0 LL ,iI, MI M e N rnm I- 1oJ' m3 .% ^ 0 0 0 0 0 0 0 0 0 0 W Q 00 0 0 0 0 0 0 6- \ \I U J // In a,���,` h ow IiYr, M ;oP4 N, •mc/ /\ _ o -�• [� �� % Iriw 0 w D U 0 \� O > �t:.J M o M _I In ro_ W w x w ®a� V W %O W W N /-\ > > > / 1 m N/r ; /1 I, I O �cV - z In oo�� 3 _ W D W O W rG mw, I NW N, /-\ mw. , n o o \. O W W O / <°� m� I N�I61 1 Q .. o?�/w rn3 ♦_', \ Iri Q o o O c0 \ \ \ - / - _iy J W W Q = O // m3 m3 i ""'' x c`I N mw ��� ..:' m m I • O ❑ 0 ❑ ❑ ❑ ❑ 'V '" -----% W w w z O / mom' m --: _ m O cn r M I- U LL w \ m W m m W 1 I , '. �; M a oI �� y r-�rT:� Iygh 8m ,� MI •-Y' xm m m m \ m3 nw row M o o m = 1 ,I I II . 'I o -- J C� 1 I // o N� i/ �1�� o v M- MW o a m n' X m m3 0 o O O 1 I -, I I '.:I • I�/ ,,/ I /� W 3 Q N aL---- � -____ �w N r N (D L_ ` -- �,J \ \ I / NW N Obi OS'. m m eL mw m o I X 1 I O 1 O 6' �• // . nr o I.'� mw / ''J riw mw ,6 I_ x m L: - �x� I �� �� v x I I I 1- ...I I / V 1 / n' row y d p A, rn3 rnx -°' ,�/ / U- N / o .I- cow �� I` -I= m o I N �'' / m3 w3: OJ mw : o m I " C w mw m3 x I I 1' - -'I / - O L 1 J n cow m3 m3 cow cow o f mw - -- — mX w mI,J row m�'w - [ m rn o wet ------ m3 _ N ' - _-__ _ , . U U --� In N 3 , I II I t --0 m // co t\ o m U C U -maJ.------------ - ---- ----------0-------I"�'i - N� 1 /\ p I li '.I : N c\ (� 6-� // row �- I Mo rn� m O N ''m m Wet vlet __ - 3: m3 ----___ ' 10 I M I I X pp -_ _. ,'I Io,�� m3; a /NM 1001,` rnr IInF om `I1 L_ ro M NF... x...... w \/" -.m3 ---m- m� ', ', -JL_ o\ _ NF �� "'w c° riw rnm�11 maJ "tm �z _J O — L (n L/ mx — — — — — — — — - m - x m .......:.:..-..—..— .. .. .............. - mW m X I� M.:.:.......:.:.......:.:.......: m 1 I rn, 'I \ / rn 'm rnw I.,i�, M o\3 mw mw m0 10 U ................ ai mw a ................. '••m.... ........................ We m� m� i - N m ^ m 'yy............ 'N m t mW . I T I - \ M/ n hW H r` 'm >, rn o' I I c I \� O ) I� M f m e'c. �� ~ row Imo' . N +' C x m 888 o - m a ° i ), m 8$$'' L y_ o I > U rn m rn e m � I `� V M In L_ N M x m v m N m N� Xoo rnx 41. �''.. .9 /k !` m`\ �U=' \ m mI row m - ro3 °3' /w \/ rn mw mx C �......................o ...... 9. I I x mw o p _ a m rnW m o > ._ ' � m m x m m m h m o..•• m m .. ow \ ��� m m� we a - O---- ¢ I� I� I o�U a-' i x rn m x ". \`\\ ., o 'In \ Nx 1� _ , oo rnm m� (n m N .......... I� •... 6Q�� \ IOM , Z, 0 , m. = I a' m m, mu ni/ >, m ` ,, �/ > i/ x m rn m w o (. \ t$> m l �� - - - m ..,.v................ m m rn o M x ^/ m '•cn., In rn m w © m� - � c n � / �I mw' o� M N U V) �m m� `� (n 'U (n `~ I X „V , x ... m...................�.....................�•• m _ -886 _ 9 I - o I— x m 9............. m �. o oa Y O m� I -- v{�1 a M \ / M x m o o °' x ".. .♦ �7. V\r In 'n m . I I \1 ro3 m 'I,' oJ: NQ-�-IU m� O <-I` �=-U p x m - I` N x n cow'. - co m m I � m w .' (� 86 +' x m rn oN m M ox \mw' f ,,,I m x cox n I / 1 h e / '.�'� ,"J I JSm f m 8__ L_ C U N m X m rn N �a -_' x m........�,i.....................cy. x X ---------- N m " Ioo \I / I I ro W D_ +' U U co -------�---- ---- - m �> O U pJ0 ........................x.. m m ''."m o'\ c1;w _ of �I N -i m� /� I`1 x MU_`�� V a _ '��, J (n m� x x m . \\a ry m3 ^ = x - / = Ln m N W - --- X,%____,,__Nmm-,1 <> +, N .-m,..• x,. ., ., m X .� \� n -' I aa1 m3 m�J I�w ----'// � � / °?'' rr,^� o rn � - ^a � � - Q i N / v1':..,.... x � 8 a/o xm o M .... �...... o --rot a888 ....._m m o .......I ...... m x X --- -m Nm x - X m-............w� mw m3 LQ / v o .'. Z my m >, N 5`Oow Wet Ke(, mw O a rnoZm3 0 / :rn m c m0 Ow N / m co Z 3. 0 O_ Q) =: m m N N I mN / h :nw M a Y dO'/ Q x �' , x N +' x m N o In m m m m I�� / � m3 N \\\\ m L_ Cn . `may__ x rn o m M N mF, ^ 1p w___O X cn m m M '�] M 9 x N _ O ____'e N X� r� � '' - __ a m m3 o' In V7 I 1 0 N vsF Iic / m mw In / , a--� � mw � cOH I \ m mw m m m W. ,.W t -�11 m� In� x M ...... a" m m . ro3'. ry I mp1 l m�-- $al .'� Pmw mw. / mw N x x .. ; / i I _- ++ �'� m x x O1 mw 'h °� ,n I= n� m3 I� m m,' N $ 01 '� "' I 11V /-\ I S x ....a m m m� co ... m mw m �.._ mw '✓ , — —� — — , L_ O W (n mw x ' i�f) w mow m o 0 X 16 cOW m X "�' M 11 . OJT _ f-/ I , ♦_/ - - O 114 /l 10 ...................... �. mm� I� '� at rnI rn' m3 xmw —' �•x __ / - " M X x — X N h / N m O M I , T p N 6 Nx\�mW O In 'I m� V O m �'' - - _J._ -T- L_ >� C) a,,, ... Vi ao In 8•, X'., M OJ ..... m mm m _ -- — ..:...wet — _ 3 _ x W x = _ ! x - L I --- �.:.:. 27 4;, 172.5 O X. _ N07° "0 m " I M ...o.... � �.. ...s9 `� /"°� ����' M � I '•m / m �� : � � ,7.�85 06o0©S x o��� o � I m� �, , �U �� <,I � � '' � In m m '• / Nw M '• X M OOw 'M OOi me mH m m W �•� N '� a a X. m ...�.. . m �m / 00w N� m I� �� rn0 0'0 O' ID ��/\.�m� /-♦ m '' 9 1i I�i N, N xm m I �� In I� �I ''..x -T- L1_ C M N M w .' ". dD rn m M h'e m I, m row x I m 31 m I \- O C U ++ .' m Iri rr x _ x - - - 96 0 rn m m O r m x m rn x m m N x m m W m x X ... m X X W I L J rn m m o� •• �'w I �� m m m � o ,.'x OJ Q ro+ m ''�........m.. ..... m m o .. \ 1�3 m x 3 m '' " m M ar, / O O_ m� / \ m x m ..............................................m ., x x '�' m w / itz .•m O , I w I N ' n X"' m rn x rn °' m x X X x \ - - -- " 0 m m �wm�................... m ,. V) _ NI�J x x x/0 n A' O , I ,d,�( .M , :�►��\�\\\jy�►�, ,6I, .. ) 'Ld�O' II dN= ! mU < m/y o�i0 O o 1w .w x o� ...... m °8\'. M a'�-.r '��.m�_ NI oa �1F�" rn / j Z.LJ N(na-U I Q m� - I-_x� e__ m X= . n w r .. cn M _.. row , m om�F N N V) O' I— M_ m �� �. W m I � ✓a rn cO x .'` w ,. w..... •. m h•� c°'`� k'' m3' ek '� m3 m .' v .. Irio �_ O I = m I ; i `I� m I x ............................• _ _ _ _ V I . J rn m o mw x -- -- ` x'� �.I .�M I 'd h•1. O �1 rn �''�� � °i oo 'O 7 OJ x .. 'm co °p m n .... '..�3' m3 x M U m N� Pam .'-/ [ ly ern In /-♦ __ I `tea f mW a a �'. m mO ...Z6 mw mw mw o -":1 Ol ... -.iti- ^� __/ I I I M 8'.� N mc" a x Q7 rn NQJ �// D m m a ri m �x N'i................................. X................ .... .' x ri M'. n w / ' - - m m m \�/ c"� m get .I N :o iii / �V m x x m �� r . rn m N rn .X .i ,.mm m m. o :m �. \ , o rn I O VN / ♦ " LJ.J mw ,..•" 0 x x rn x x rn m m m� °' m mF- '�' I :o o Z I N ♦ / ' 0lam . x rn X m m m xM m . m � m �� o: _S_ 6 - I \ v m X x x m m m m - •m , /rnJ 3 - - M n3 m Y m3 0' Z c \\� j o 1 ......................% _ ... m V '•. x row x � J .. I� 0 m � / a O Q o_ °� \ W 0 //\ �� ............... _ X m \ / ....... a Iw m ",y 0 rn N N... '.M N v m x w m 6 U U \ / m \\1\ N Z NU m� .Y. "... x In ... MCC . O m In ""............ - N ..... . . --I...... r O m,''' m m Vr'� (7W m� = ' N MU aM 1 W � m p, O� In r � a m a a C. M m Y ..W m ZC7 H_ m --J , O a W tn� I \ mU - U m .' w rnw M Mo o N m v ....... m m v m rn �68 m N. rn x maz �� N m b U'J mo m m� oa z U m < x: Ism O o, .In m '� Ir, m x x X x x X X o ... x "oA;w x Q,J" Iri oiw omN .m Q Wm� LyJ mo o¢ rnx mW \\al Q/ S, w W Un W W II z 4 U r LO N 6 Z O c (D U J W W J J_ O � O � LLJ N m I O N � 1 Lfl _J w z °,, Q o � Q J x ;X x X Mx yW m a Z Y X p\ m� %� m - - mw 0 . m X YriW � ��_ aiU m..'' m wUv 'o V � \ .� m f x x a x m N ¢ .¢, of ro O .m - d.x'-o - / : .C>)O� m co ern"m' X p.., o ac /co m "� x ENO X ...gym W rom OOD EN - mw avv w o, R. . -;,m . m Orn v 2 rn o'm m W m x X—x o o m \off \_ .... FF rn xx =X N o 10 Ern ^o o �In of 10 •-- Dowr .: i co.'' rno O oo O �•. oW o : mo01 nro Xm v=i mw oaLm rn 7 .. ..... .. m o m m ,6 N .rn rn ®o ¢ In xN.:' /\ m.' ..N .. z.m x rn , ..' m .< w� oa <�I m M ,. .. — ........ ..... x ........vy......... m . ....... o .. Ow m . m 10 m m .... o....................'u Iri xm x BAR ...w x m� 'm ..•V oo �• rno oY .•'tiiz I{I ••'p x .. o .. ..... .......N .............. m co E n •'X' m S MN o¢ and :U 1W /}'' NW O O' '\ 1p m tT m m �96g. .......... m M In M W N X' M ...�m...� O •^ InJ rn0 WO. N Q .W !10 In N r � M F, . • N m m m t0 m J( .. N 1• O w \I n' , J a Iri c�: ai x X m o ¢ rn o o¢ . 0 0\� w w M '. . M I� m . m x o\ rn m � : M 1 0 � rn m o � o> o W U "" aoiw o 0, . '. n In . co m a-� (� x m x ro o a N m : g,.. X m - m> I �� mw .X m I �} � m . rn' m .. rn m x x w .0 m rn :� . XQ rn m _ wm m0 r rn X x x X x X m m m m x ^ . I'�w I� w N. WU co o,;'. •. `6 ,I Mw mw m rnV A� •I_ a- : m x x x m . N ;..... .Io' x x 1,7 m O °' m ? rn W o m m. M,'IN h Ins In W� X o : mw x m N M ...X,0.. � mw W ma - 0 W x O rn row o rn .. z m m O m CD m : X °' m u'!04 mm- 0� 00\ w p082 bt,o Sx 0... ..MHO•�o'=ma mcn c'a 9 = I � /�/� ('7 x :. : ^ vy N m M rn o In a m rn m .' m m 0 - b6 x L8 668;x FL°V l£ 1lp /.-H O L N o = pm W � WCC � � m ''.. m m m m - 8 >34. 58 .+ ..... oX o °A� " " M .00� ii__ *.o %w m m m m e Z e6 ,n mX M„S 1,Z0 1r I O h c0 X X X X >C .... .... O N .O c00 �.° _,W'M.'.� O O 0 m m I 61U = 1� A, gW x N O O\ N O c0 Ol m X 1: - mM OQ O V, O " o,w aoi x m m rn m m x x 0. ' 0 00) : `O N. H213/\0 '.m y xn�`6 o. . rn Io w• vN :0;1 m� NN m Cl) X X m x X x x NO M m -SO4 °00 E%;! m= m m x M3 m � �� Q ow Mw N x m m �z m5 0x E �o� Z� w mQ mw om I Z N m ...0 : o 3 m .W hw I� p� ' N mw N 00 W� FQ\ M 01 N rnw N, I� O 10 L- 'M 6104OH /� CO Nd m OIm >O (�� .m 0 mU •• 1 ^ a r/ M 00 0o m m U O rn X \^ 0 3 o �',"M I� m rn x om 11 't �ik� °'L"'. mw o� rn o' N °' x E. 0 m mC7 N rnw i� N mw x m -- w ai X m Z Z m � 1 � 1 w �.o m W W m - K . J m m U � O W NO Z W mM ```I MZ = I A■ \0 .....� w x -- m - xo W m xXO x 'o ..... .....o of M N 00 m m O M W O 1't " . - X � O O Z O\O N� Q1¢ �/ 11 I Nm v � `� =I (4 X r C....... cp m O O m I(i (O I U -m O W W Mm \ \ Lxll OS M O QJ W U C U m m X x x �~ � ro u �k00 o o o a o o\ m m o Y m m co O x v 3 m m I� (.. 1: � m OI In d' m rn m OD o 'O F- o ••:. • � 75 rn ......... rn m x .. m••' m °i ..w.. o, . m � N .a, o' vi m'' m+ m OZ O 1 >=Q U) o m o 1 x x m m sfi 00 m m m I . Iri = rn rn Ir'w .. oi- •° m rnw o, IN H w N m rn p a_ •� '•................... xx. o x X .X x x x m.' m m m ro •gym (b� IM Q= I \/o U d W In x m �s, x : W - J 0o,x 1 I w = o �, ............ 1)� ....... V N ow 'm......... .... x m mw p" �x� I� =Q ooi� x i (LI n x x . 1 mQ- I O N ' . mII m •• '• • + t1� 1 I Z m ti • m N m n m o m vo> rn (7 U F" Y O •tLV U W (U PM 4) c tA . mm ............... ... : : .1 ,0o. ,oca �,- m.. -77 0 �T LO .: �,, - H W< W_ x . m"'. m . It..... N c5 omx.a x ZZ� 1 N U I � �� 03 CD ..j " D •� W M m .'. . In N to Z V 0 > m I� rr - x m e w m co I� o m rn ,,., ma :m.: ...Cj.. m F � `�`' I 0_v I •O m W r ,......... r x m m m n rn Iri m mom" d b Q 1 I Z nZ � LLI m a x m 16 rn rn m x . m m Nw......• o:o' LXLIW- rn XO M• / 1. •W u � Il 11 co w x x x x x a x ro o m o ^ mm 1. o.o m n o wm\ / In V) I \'/ VI/IM a ........... r "� In N I� x m m I O_ a rn . m rn o' w x '�........... o m ^ \ --' � N o In m O m Lcj '� m a o M a m "�w m Mo' a rn m M X v x a,� m �N m rn m M \ -/ o - 1� ./1A M m OJ O\ M In x J I M m o Q [p' 1 d m N I� r r 0 cp 10 N N Uj Ind X m m IM x O M X X N o m 1 0 :V x O O � �` LI J — W xW rno o' .. ..... ............... x x _ m rn rn m o\ : m m o\ m m y m m ..'' rn x mZ a X a N m N � r rn o 0 y 1 00 0 0 00 (�\) mo " m� m :m m m m m m m m .I. m m m QOW rn m m m m m m xm'... m 3ON3�OO�OM 0 � �: rn I- � �'/ -/ (A A/ V v .........M...........It'J.�. 3ON33'NNIfi'NI'dHO m 30N3,�.HNII.. NIUHO'..... "-30N33" SINII NIVHO 3 NNI HO 3ON3J 00 M .. � _------ ..56' V Y m 'x................... m .... ON3J l NIV N h M � •. � W � m rn 3ON3J NNI� NIVHO Zb'b68 � �a 30N3d NNI� NIVHO o '. 3ON3J DOOM ��� 'a...,, 30N33 OOOM � ON3d- Ril-i•II� _ __ _ O �;, � � O � Q • 896.... Iwo........ ........?����i Ca Oo00,S m N _ � _ In w In .. x ----- - M l ZO.00S \\\ I 1 \ ...... ....... _ --------------------------------I ------ 1 �Z.................................................m.� s - --- 006 J --_ • L 894 ....... mo wV - a- - X............. N mw.. o h .. M.. .. m X N x m a L \ L W � m d m "'Iry .... Y to rn ... m.. .. .. .. a ^1�\�• a01Zi m 3 m� Ali co '' _ _Z — �� f 1 N................................................... �. ........... N ^X x...... m X .. .ro m m m _mX m m m� _ v J ME = I- m m 1p .................... '// V m " a x m M m x o 68 - I ........... N..m........... ®m m `� M..o... x W ",� ..\Nj4..... rnz rn3 �a W 00/ o `�� a 9 ... m. 00 W x m n a r\ V a. ' Q% / Mw ..........� f I.\ m pO�J M j1� � Xm. �1 rn0 ZT U N m m,.'' m In In N) mJ m1 I� ♦CIO W� OJ \ I 3 X� \ . rU O1Z JC' I �W X �� �� I Z 1 I m� m'. In m a . . In I.iw [-- n m \___ 1, o'w . m m m m m w 1 � �W N Loz 00w 00� N �Z----------- I / °' °' w .o [-- .J m [-- rnw ¢ Nw oJw .. `- @I- 1 X 00 rn m m � m m3 I X a �z m a¢ °'I,J mW ..... ..;",.. rn3 00 . 4 In I 1 j,... 1 n rnff.. x I / .' M m M, I� a mN oo m rim z L.' 1 .a, c__ I � N� o+ \ 1 o m m¢ I'.� °' .w, mW N rnw ^o [-- m� ��, c-- [__ I o i �� 3 \ p� 1���\ � ------------------------.. ---a ♦ I I m Z M � L O��L m A C7 mrn o N �I ODCL m ri XW ZCW7 I WN I x � m ro roW Ii o � � e-- m I� p? �~ ��� OCJ' O I ^ V vl./ W = F Q LIII W W X = Im �a VI A l ,♦ I I I ,1 /1 \/ /1 \ I \ I/ JF} /1 A 1\ / A 1 I I ,` V U m I 0 - II O "J -� w� 1 1ii WCQO I I I\I I I I I I I I I I \/ I 111, > F1 \/ I Y I I I\I \/ I\I -111 ', I {_ ♦ 1 /♦X,♦ _1 /1 m `x� I J� �� 7 mf W I V \/ I _I_ I \J \J V \J \J I I V \ \J I V V I V _J I I �/ I / N I I I I >i x - , _o OA\ X I I 210 HV1iOH OlS9 ssaJPPV / / r`1 p! %\\v L -o 00 .'.0 I \\ oo- - 1 1 \ \ o o \ - 1 -1 . 1 / -: 1 I b0 HVJiOH bLS9 ssaJPPV 210 HV110H 99S9 ssaJPPV I 210 HVA0H 9999 :ssaJPPV 210 HV110H OSS9 ssaJPPV 210 HVJiOH ZV99 :ssaJPPV 2J0 HVNOH b£S9 asaJPPV I 2i0 HVNOH 9ZS9 ssaJPPV b0 HVJiOH 8LS9 ssaJPPV ` - - - - :Jaum I A ' �/ ` � o xo °' 11\1 �/ 1 ,\., -,) , ssaJ 210 HVJIOH Z8S9 ssaJppV ZlaVMHOS O NNV 0 0 d �8 M 1i21VW 2130N38 0 W H138VZM AlJ?J3d/:JauM 0 S3WVf Xf L2-6 H o 0 / 1 /� , / I \ , 11 0�' i QI _J, r v , ca = I 210 HV110H 8659 :ssaJppy \/ 210 HV1iOH 06S9 PPV W NV3f ,02iV0 �8 0 I W NVOf '8 f :JauM NOSNHOf N NVI b :JauM ' W 3NVI0 �8 3�1 V9 �8 0 Ot00 Z£ ZZ L£ 6Z N Nld L v\ ` , . \ I I \_� \ I I I b3131W H 30f1218 :Jaump 311HM SVlOH01N �8 lWV :Jaump :Jaum �3VHOIW ZI2IVMHOS :JaumO 73HO11W 3AHos6 :Jaump b£00-Z£-ZZ-LC-6Z -ON NId NOSNHOf NNV l3HO" :JauMO 9£00-Z£-ZZ-LC-6Z 'ON NId M Hd3SOf 101WHOS :JauMO -1 H1I3N NMJ30NV :JauMO 6£00-Z£-ZZ-L£-6Z' •oN Nld r� Imo/ I O i 3 �/ rI1 1I . �8 J NN310 1101f10 0 1 / = I , r , 1 \/ 6Z00-Z£-ZZ-L£-6Z .ON NId 0£00-Z£-ZZ-L£-6Z 'ON NId I o I Z£00-Z£-ZZ-I£-6Z 'ON Nld I ££00-Z£-ZZ-L£-6Z "ON Nld I I S£00-Z£-ZZ-L£-6Z 'ON NId L£00-Z£-ZZ-LC-6Z 'ON NId 8£00-Z£-ZZ-LC-6Z 'ON NId I g Nz - O 1 l£00-Z£-ZZ-L£-6Z N NId I I /,O5 ` � ' 6¢ 3 I � > - � i1 1 11 CL N 00 NO r 0 o 0 �R� ------ - I -I ,4w cn � F w /\ ,Gp - - 1W O z0 m LLJ � m z � Q CD CD <��pp � ' � ",--,\ -- o Q a Q z z w o 0 o q,�� � ```�a� �� -1 \\ w z� w � o cn z WQ w U w U i �1\� ------ " J m O � U Q Z F- Q p I ---- - '-`-------------- ---_ Q m w w J x m U m U) Q w w w— —� p� P `------------ -`11 11 F- H- > IW 0 0 0 x Q O Q�� W W Ir U U x >- 00 ,� �1 - � z z � w� m O � m F- m w� � D Q mQ m JP � W W Z� z � IW IW 0 W cn m � Z Q Z O F-� D� Ii Q~ N �/; <<�� ,`�/ Q) cn 11 � � Jw WU O 0 Q�Q cn m w c� F/ P 0' N 0 �Ww I > >�zz�� cn w0 J U cncn� D z� P OJT p `b zO z� Ow Q w� O Z w. Q w w 0 w 0 w D cn �H- � p0 ��` �/ 1. oo o -� 11 0J0�U�mcnmzmcD O0— cl: z cD 0 zc)Uc)w woz J wz p <,-,�- G/\\OP 4�� NIo wv 1 �IW�NQZ=� Qw- w J � aw J = 0 > UO mo Q�'F�, ���'� pp� NoZ ll_ Q -- m Y O W � O W � Q U U O �/ N l ____ Z Q Z� O o� o Z 0 (n Z W m W ULLJ>- � (n (n LLJ(n (/ 1 (n Z J_ fit/ - / I N N Q ---. of 0cn Z� Q H- Q>- O X U W Q m J - W W X X X X X% O~ OQ OCR CAP \\�/ � �Y¢ � x� W O � W J Q U (n (n = W W (n U W W C� (n L.w W W � W W W O U m C� Q y cn Z V -l� / I o z m m Z = Z cn Q U) cn 0 cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn O cn m o pQ 5 �\ � 16 " - - �1 " -I Z `'' x '�� W w wo�wwwwwwwwwww wwwww w wwwww ww w wQ L-I�W � z . 0 1n ---- i,' F- 0 � W � � H- � � � � � � � � � � � � � � � � � � � � � � � H- ��� z 3 [JV Q > - Co OZOYO�0000000000000000 O 00000 00 O O� Oz X � aoa a / w / W z� z� Z cn Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z z W Z () � t- I ---_--' w O w Q w Q w w w w w w w w w w w w w w w w w wwwww w w w w m L-I� Z � � -1� o NMI 0 W 0� 0U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�� 1J rll Ili m m � N J _-' m It • o ❑OO�°� N DODO �� ••' � —� 'o x — W w ,= � I m3 ; -. II r 1r 1 / Ii m ' � , I O ro - m3 mw �� row all In = : : I I a � l II '1 0 •00 .... Mw...Nw.... ....v v� i" mw ( ro3 m3 r i I IL;'` o w M m3 M3 �� 'b 8 �w ��` m \I 'I x x t r i i I II I NO / / i i n Mw mw �W ..�.. 8 mw '� — — O'� - , : i / II ik n kef row . a ��m -- ' ' ' m `_ : . I a i �. .... .. � m� M I �.. m Imo, ( a' Io J'' L I I �i I m m viw a m m l m /\ - SO I II - o i/ n �m ~ m3 m m� n �� m� m _ m m eL Iriw n I 1 v� N e VI o,, n M3 I 1 II N c N n Iri Iri Mw co- viw �w aW a O Q .Mr ,� M3 rn� I Iriw n I I , 11 � n �1 � m "i m M 3 M3 N Cl mw -- m �I _ J M3 oI v w ,44� . im M �� Imo,..•'' m3 �WEtx ...p...................� mw� w Iriw w "'Ind ON m - mw I I x._ i n ! row Io n In In a Inw I m 1 I L_I�L 1:1 O) al ' - -b O a aw mWm Mw i cow m� 'n to In .M� viw I W m m 3 , .s.�N =1 MW x � 'I O U . m� n m Iy x N t ' m3 ...*. m3 m3 ro w viw m� �� m z '� I n ,� I T � m yle 5`� bZ oal Ie\ t�'}', mw mro3 M3 �� uiw n� n- /� _ m mw rl D _ n ...O M......' MW x M M .E _ Q U.. /' n X _.._ �_ _ ... $ .. .. _ m O X m m a o .. m m•{.. M Wet _ _ - rn� ... o x m x o. t- XT- � fmw 11 � rn� O m3 m we.t mw I 'L9 We mw �w �. �w mW �� MW m z M / • W' M _ 6g ZS 8 /. -, 3.,6i,9ZXON m _ ...nm'� rn� mw z 3� 2- .w M x 3..LS \ w m1 �w a o a �O N m /� g87 m N � 0.60N w `' 3 m � 3Rf I m N m et n m \ co Q\ m a'� m '\ m W I� N. 3 /C�/ -,0 _ 4, V N � m w ' f / n 'n 7�1 I\ I� N x n n �w n m N w n .,,�w... U• N o�'cow /m .;I: / m I\ M3 X na m m m................ m M3 ^ N I^ co ' M3 lri_ MW., .................. .1 - M p-J' N� m �W X X 1J ....m mom.. ,,, .. m.. M M..... o ...o C m m m ��� 1riw �O M3 �W x X x .. m.. "m N W O N InWo� 'i' ,,1L,,�+ m3 %,/ mW NO m3,.., n m� x m M3° J O mW ... m x.ro °' ........... a '! mr Z `� mwr �' .'CO�� O o .............. .. ' m n .+L x.. ..m.. ......�. \\�. 4 .. �. .. ��/ N IIro o o pal zc,�,,� N .,de m x m O "' Nf. ro - .omw,�/ z� x� .' W 1�''. ^ \aM _ o a- In N� ,.,� x .C1 mw e m m "' m fw Iriw ro3 �w m3 ! -�'.Q �. 3 �� M x ro �3 mw mw T --' �, wet mw ro 1 �-- x \ �- CL� ,m a X � �,...\\ - _ �eiW 11 1 i o mw I I In Ir' ar v% m \ Iow '� `I�° In/� �ro X W M 1 co m �'. m M Mx --et x ..` o o w ` of of N �.� '��tt''1\ \ mm I-, ro . m o �7t n N m X m X X W m -, C' Om ^ m M ry I m �_ m m Oi ...•. ... .. m M O� �I MXm W ` i ^ m M µ... �. \/• w \ x d W m m m x x x \ x x m \O m I 3\ �M m m M3 x m M m .... ....... N 3 x x x x . M x = l X Mw m M m y x M I X �,� w \ %xm x 88 " `. y................................................... O , \/...... .. m I I ^CO ry; .w m . n x m m xx m "'m mw1. x °� m x m N N I . / ro3 11 G% \. �n m m ..-e ............ n x - M Z 1) rJ w X x ..................... ... .. X. O : .H • V '••'• I'i In �3 .•'.� ( y / \ m m I n I x mm ••.M In ... 0 -4 0 7) E- O w Lo u �, II o ti N M �M �� I& o 1 :ON E :P. Do = MM (n >% IME ui C � cl N,0 _ A M < r— li W I-- E c .2 u-) W me L U U C �Z W M I= -cl -1 1)*U- :* ftb PMa .� i U) W Q �E 3T— L ID i WW u aoj= Na) = , Ua'...-0 Lfim • � V) V)\ Ur--< PM = CD 0 I CAI " %1-0 &I-. WW o i CD = l ° I e m I,m r n m I .....a.., Y .- \ I- I x m xx W N m M \/ r \ O m o vw n x mxx f m m Lr)� -L In - 0; m "' m N \ 3 \ m (� M3 m I� m m o � � 1 m M M o n w \ m . m o� oN m M o ro mm m ro ( )x x x m m Sjj 1 aID \ X.w �� MI M m x x x x � i x x m ,: . . \ a / �O. m3 W n aw n m . x X \ ?'' Cb �O mw mw N N m3 X v:/,o o \ . 0, , N We .` o f o� t ;'�N / \f-' O n m, /(,,*. co o n o n O1� Iriw `Ne Iriw � /\ �(D .� xcb co 'vm l...�.. . f o ..] aw M3 m3 .. a M m .F O) m m m n .r............... mN m3{ mw m'-`' .-. , of ..•.•'' L................... .. �iY ^ I InW m m 3 !r) m X x m .. ,*i................... N ... m... M °'� yyC' i �w m o m '.. In m� w 3 .,, X x m N o ri w3 aM ...In...... Ih. /n IriN /f m x m {]3 m m M If] M t� /:, , m I XT V m m M mW "y�iW x m N M m . m N N N m N :_ m � v X x m � m m m .. m x ro _w - n. M . mN M u) m •,..•""•'•••••• m N.. m m m M •,.. m .m" W• X " _ .•' 2 m m M m 1 6 N: M 'x x x x x rn ii3 " of In N m 5 4 m ..................w•'" m M x� x x m \ m 3 '� g8 .\2,1 Nr 1n F., X x ... �. m�s EWE w � x %x x W �.Nw V :•o N.I mw �� mw Ww or In. _ _ - X m '{�( ,1,, nr ..mw �� m3 m3 :'°' \I \` ro3 rn� J.(,, mX ..ro'• .. x. a, \ m -N'. o ��P m AAro mwm3 mW w,.' x \1N O� mw O �,NM/. Mw �� O o m.. dJ'' �� 56, nt, e N .'M o G' \ 1\I m m� m Q� ti , I \\IJ v N N m m I M 3. •' X n A1o.. ^' M iO `b e m," aw n Mw ;•N................................. M m m ,o� N'.` �' y\e \ n L" rm.w . ''� V m w o o ° 9 t m m mi s m m m n m m m r'i n o ^��`°I / m N xM M f 3 ro3 M3,' ,Net ri Ni 1-i m rn rn n m \ / m z / rn m m nZa�. .11 �, X..'. In m �-, ro ...... �S 4� mw f mug m t6 mw..' "? m m m °� xx m m _ _ x \ (v xx x x mX MGr roa o 16 mo. XW a m l - xn x x x X y/ M w x Ins mw mN W M aw O m x N x x \/ �. h co ri w . N : j x m ../. ..\. m.l..••'' o Xm 1-�x • mm I X - x ...... .,NX ..'mN ... m........... m ... . "' .. \ \ m m M m, mw ;* �, \ K_ / \1 mt\i ALL' �, ro3 m _ co a _ N� N m33 '� mW N 1n m It 1�In I M M 1 N N M 00 mW .�i m w j m w ri It ro __ J '. a 1 ri N `° m � o m3 �jb x x m m x m m / V l I`I I ro m m m �� Mw .ro n L 1 J x v x M : N m n -x : m / ... m x m M N. / . n - m3 Ib� 0) \ row �1, Eax m i. n a .o'' m \ : .� .. I. m n m ... m m . z If1 O: In N m r ...... N c I m ,.IM o O. - . N m M .."� n m .m....... ... m.. m m I %Vn n Inw m a m �. x n "........ m x x m x ''..N ro m w � m N ''' m m m m , mw X m m 1 M m..' m (o °' . m x .. x• m x m m m m .' n X X X m X / .' N 1n N] m M.' 2 m m M m O m �v : .' N x :IM Qi (\I i X m M m m X x m f w.'' ''' O X x X �w gOk INn . : I Mw O m : o I 1 0 °' ......... • u N m3 m m m N M m m . `, m w I I ro M m (o m m M m M X X m N x i m m 1� .x...... ......x......... m x m m c r' aw U)N m m m I I� m m ; X X x m � .ro � . m mw o m xx xx m m m xco mX Mx m ''`M m m/ x X. n X x x � ^( m �� X M C)w m m . N(o 3 m� ff ...... ... �w nw � m� m3 V m M � « m N �• . OI. oK 1.) .. ". nw mW : O OJ m o n to (D I\ a o f ....�, .. 9 - mw'. oolw aoiw _ ...... '� : lf') 00 .'� m N m a m m m co N m o ,•O r ^ o Nm r N : : ikN .'m mo ro ro m m m m m m °M, rn v m (V � n a' In min: N x W o. N mo m CO m m ,..X....... X m�� X X x. m m M ro � m (o ,� � m b n 6 m In ' � - 07 � : m m M x 0) M 11•) m M `'.Iri m mO m `" 6... ........ ... n M viz x I� ;x U) 00 m al.''' m m 00 x N x m m M m x x ^'a ............. M In CD x x U) x x x m m m 'm m .d m M -- M k X ik� M 00 m X X'' rn X o I r Q x x x a X (bUJ$ m x m m nw W O m x ,3 : m ................... x. o Iu O . M : >- In m ' �% f n ''m .. .. Q J : : 1n vj O m .1 m .. : 0_ � gp0'' ................ O . ...... a m m I ... o ow x"' m n x n m `°I".'I\` 1'II �.NI O h O ool m m '"I a mM M °� mW 'n1 M x N ......NW Omi m : I YI\_ r .�. : "] N N , In x x X .... N n o o co x x ooi mW w ow �w r . ..X.. r� a n m m I\mw M N If%'S� N. Z (V d w -] m m m ow OOi m cpW II] m m x x u� : m6:- M M . o W m �� M W m N m m M I1� 1n m. I u] I p .. m m m m ro `n O x sw mW '.w' w x I m Nw m m � �"�W x �w Mw mw 'w m °1n' m4 m m , m I : ,nW x o Xaw r m m m X X ,c, X . X M 'm X nW; In •3 M '� m0 m x NW X �� X Xp OW MW X WX mW m W Nlr m M a �w..w �w M MO. ICt'. MH N X O W Nw X W m , mw X mti: ml'J n: 'X r'l �' O Od' mw X X'., X w m c0 I� �a X M Nw I1� <O� N p' I� o U N W _ .. X h .W W �2 .. In m / co In1,.1� 'r; .. M •, x w : rn ^ �'d ro mw mw "�7 o� oI 000 °' °� rn0. u- N nw mw X - - ,,,,1r6p,,I .... :m N o M 7' : m o,o O0 x Nz c�i mw ° I� Ira �� m (00 io rn 00. VO ai � M1 `.. M °51-(n x m� x'� � •. mo m ..�m� m1 m� o o O)Z mo oIZ mU.., 1ri m co» mo ai0. m0 � :m X x a0 W m 115 m a0 W M � M m� m mo ... . ............ .......,r........ N......... 3�N3j NNIT'NI'VH�. a .. ...m.........3� 86 .... ........... - k......................... 3�N3� KNIT NHH� n x x In � a .x.. d x x. ..a.. ..�.... X n m N3d NNII NIVH x In ... X. d x a .tn' n n... c• 8 a x a a 0...... ..mN M n ...m ..z.... 16`.:6�8< �O m w... . .. .. .... M W I� .. z b a x Z x m W N .. �k ............. a ... �4 a �' � .. I� � W ai W - ... w m NN h N �a mo x x � 0 m co - co co N In o a .. .. ... ...M ... In .. m N x (o N ad 0'.. m .. O .... .. ... (O M n W ..... .... z m mo In0 a .630 .. m �d ... .. 77 N .. .. Ic)4.. .. N r>S w a00 . M� .... _ M .. N N m a ma Ioa In m m .. of ... ..m ... m h Ism amp n m 894 x a ....... m H n n m m m m J .. �a .J�. M Ira qua o \ z mw .. or ... oW ... md. z m O)Z .. ... m 09 M �Z N m _. mo \ .. .. ...... .... h ma o m ...... . ... (o m x mw m ... o .... m . vrn ... o m M m �0... m0. 0 O m M1W O m3 m M ..... m .... U ..... .. O 01 ..... Nd nr1 o m m � O. O m� IbW Mom. a0 o � a a0 W n... 4 .m0 mr........ mw .........M 19. ... 6V8 .... .....6 Z, ,mO..... m'w ......................RO I•r10 • m0 M� any ma x•....� M� u�w r Ln� N ...... o m0'......., . L...�., fLi� m-6q. m� 6 .. x ............................. aoz I ' m~ x . M� I x a d : o n x a w............... . mw "i '•......... 96 ... x 00 a. 00W m0 m~ m .mr mW...� m o 8 ...............................��.I............. ....... (n I m� o m rnow m 0 n ......m �wS m roN N pZ mx cNo N '.�.. Mo . m •. x ...mo ..'mw mo .. x:M �� m.'n X z m�9 a ro ro m I x : 0 Wr•iw 1 riw a m N Mom .............. m� m� : m x.... mw.. N ". . ................ ..m0.. ro WI m N m m0 .........4 U y n, X: d ,X X.......x �..... N IbO m'..... �..f0,.. O V6 nW ........... x X ... I m Q M M .......................�-,�� .. �... .. M.. ..r�...0�,. M1- 1n nw m O ...m.. On .lw0 � X In w U1 h N Mm0 Om N O m m m .. � .I...... X... .m O MN m' M ..m.. X In O W SIn XmH m: m o •' �'k' mm........., ow m m0 a�..Mm M m 0 m > 0 N . J..,.m� , O M Z68 ... �o.....................k........., m ...... ro o x ° d'. a x o Q o° m X x : mo.n n m ...m................. 0 x of a .. X.. WQ 1ri 1ri 'o. o' X �S rI1WS I NOYO .. �...1 �'. : i M� : m ..o. o %Iri C9 m '. vi.'` 1ri IUl W v ¢ M 2 x a ao¢ M ,m. I co �? 7r.......... o m XW �z m m m m ��m m m NwY K N m m M � pp m p�[�L'. M mw ..�.. 0 m m M mm '.m ro o n x NHO x .. O m --- :m:x : X p i m x mox X mo : m , m Xam , W� _ ____ mw m w : : :(o m Mti X m (/) N-_56g--'� . c M ',XW x x £o LLJ Mm r x m m N J= M Q' o x "' :Md1. Sd co 1n WS n I Q- m I I ip I W 0 m ro 'mom m01 II m A I/\ I I mlx/ l/ l \O / m O / 1 \ I r ml I\ //\ / A I o W N _ I 1 x ______________________ ml1 J N m m m I N A I 'I n x M l M M N} /♦ 1 w \ M m ww m m ~ X O N X m rnUc�0 m x H N m - / A I -� 1 1 /� W r m } m N m (] �' O . O .. y 1 m Z •m m H F- m O J m cow Iri n ro o 0 1' 0 m x N x m y x 11 Z I\I I I I I I I I I I \/ I I Ji > F \/ I I I I I\I \/ I\I -� f� m In m m A �¢ m I M I 2 m Z y f V I I -- \J \/ V 1/ \J I V V 1 V -J 1 III/M: W X I,/,� m I W Iti O M X c-o . A . 1 O % \ 1 \/ I -- - \J \J I I i m p, } X I 1 '� m o 1 M N W I m m xx m m 0 . 1 N O S O .. rn Z cD 00 M lnwlx x o m 0 r Y - - N o m m Of I- x m mw I I I x x I oo Q Y Z c �` o- O Q x co x moll ,I b� W x,1 0 <' -- - m rn - x o o L 1 J M n "� M N cr o z 3 b0 HVNOH 9699 :ssa�PPV V a0 HdNOH 0699 ss i 'x 1� 1 M O 0 I 0� __ n m W I X NQJ I 04 -1. __� � y. x S I O_O ¢ °� 3-------- --' 9 0 ----------- --- -- o 0 o m o a I o n I o I 1 :�aum 311HM SVlOH01N �8 lWV :- m�1 } o I -, / - m r r 3 a3l�IW H 30f1218 0 1 'h m ujW i \ I Z I _ O M O Z O Z O ,6 N O N ry. M = I 1< W U 0 rn 0 0 Z 0 a 0 In <__ °' ¢ 0 M O ♦/ 1. �a xR N J h 1' -+- /r• M x O S 1 O I m m A I I N 6Z00-Z£-ZZ-L£-6Z 'ON Nld 0£00-Z£-ZZ-LC-6Z 'o 1n w M o m w a I N II"a r7 2- -� `' I`I N U S I r) 0 0 S M H 2 .' . 'n x m r� S I V O ' m 0 M Y I ID Y N Q S a, `` N Z I /♦ N 0 U 11 N < �I M N 0) (D m� N Z O I Ula r\ (� Q I d' a M - � co x of < Z) I•(� 1 I Nat i N O I Ir Q Y --_ ,� S Y i I a Q Y W Y - In N I W Y N J r\ 1 O '11 I 0 I O NmUO N� O N��O NO70 ui o. co. - N I Iri N00 iri ♦ .I W 1 [-- O I ,4Y - S -/� C-I /♦ /♦ -� /� 3S N S NO m N O •• rn li 1 ' M a of I - _--______' O N - 1 In W J I I a I d' >- m _ IX'n.:. m m I m ,__ Z e N { I I I 1 I ___ 8p O I J I , � !n Z I O a m _ m x O c-p / N I I I I >i I ---------' v) (O A- H to �,.- 1 YI'; I I 1 I> i W c0 �I , 111 F Z , m UM 3v / / I ♦/ \/ 1 \J J� ' J co I`) Q J- / I `/. \ I I\ J I.7 S In � M } '�F I M N m In = I 17 } 1 1 N J (O i i i �' 0) Q O I J aZs_ V H co 1 O c0 W '` M j) o d O a ____________ _ r N Z W 1 1 I U vi i , \ N� .. O) Z c0 - _________ 10 1 1 O .. y I 1 1 i O .. N N Y �j N-___________ _ - - I �. a a (O W c0 0) o ID > \ x ; 11 N �I p) a (O I _ •. �\ N1.'•• N0H.. N� moo- N - / m I N� AI/\I I I/1 /1\/ /�\Ir II\//t�`/1I, I\/AI -,1 I/\ N Z i I 1 rn 1 m_ II °J I\ I I I I I I I 1 I I\/ I I Ji > f♦ \/ I 11 I I I \I \/ 1\1 --I fA ,% ` � N U=� j 1 '1 Z L 1 N •- `� \`~ O O •• O •• (Nll D.ZD' X�} \ X W I V \/ I -I- I \J \J V \J \J ♦/ I I V \ \J I V I Y _J 1 1 �/ --__ — 1 0 1 1 1 3 I I Z 3-0 w o\ Z e w .I/' Z a`:; w I Z a) P LL,. ..I ¢ i m-_/ Z, ai I ____________ Z c -O I c -O I Z N M a (n 1 I 1 I - a I I Z c v J c -O � -O c -p I I: M c -p NZa II 1 1 1 d0 I 1 1 dOa Z_ 3 Z 3 ---- 3 -o Z_ 3v W.., w r /-\ ml a- 3< . I 1 O� 1 i I ; % ,i do a I ¢X - S-O-'a o ¢ I dOa CC QQ oi: 1 \_/ '� M do¢ I _-. ,I / In X _ U 1 i I 1 \ `. v 1n . I�(m co rot CU ti--- (V 0 a W •� w Zm._ 1 Icz.O x11 00 rnm I 1 I1/i Y �l mw '-_ 0 W m' m / /\ ^� pp 'I 11 °oU i : I i , iy ` - 8 m -W,M\/ / In ` Z (n - W II '(� 11 (nI I I I , (, i \ _ ___ _ s Q Ii NIn In U II - - - - ' rnW OD> .mw I I 1 1 1 I , .� __________ JI m 00 DO 0) - I _ 11 au_ 1 111 i ' / 1 - -- T I I g6 i , ,--------------- I °J I � I auU a'' Z �i�� o, � 1 I 1 1 I ' ' % �� `- ' dm_.. � _ X 11 X N 0)100 00 I- r 1 '\ 1 \ ,I I ' I i 11 -- z m ro rn i� �o , II I II II m c O I I �W 11 1I / 1 , I / _M Iri.. 1 M 1 �\ � co co co 1 rnm ' I 1, 0\ ' N rn m —:- C C W U— '— 111— � 1 11 i 1 % , / 1 �� Y �_-i m - - - -- ------------------ — — — % / I " I T I i --- ---- _-- -''- _--__-- 11 �Z m W xx \}X Zm, � > � � --- - --- -- ---- ---- IIIII 1111I — n 6 Z �� ' I i i �O I / I ___L ----- nM f�cn. mo o -i ----------- III I�� 1 i I II i � - �� n U 4m d-Oi rn. z/ __ f� — I \ / r_ III I 1 1 11 i1 i I I � �. I I U M� i 24• RCP 1 1 \ I F- ' � 'I i I it 1 �' I I i mUao0 ., 1 ;fir,: ro� 11 /� 1/ A f� 1 1 F'! 1 v L- 11 I 1 K / L/ 1 \ 1 / 1 I i / i— 30"RCPm� , , "/ I \ / \ I I O I <� _ li 1 , i I M m m - > '11 i ' ' , ; ; i > ! Nz ro ro m w II --- � — I om� I 1 1 i i cD 1, - rnm r ms ''-os------ o --------- ' — — _------- I , 11 I l ; I a~ wo mU m N(~/1 m �� ND ' 'I I 1 % / ,' mm Ism 4 X m 1 --' _ I I i 1 i , , '� --- -- 1 _ m — — I ----- I I , I 1 1 I , \ -' --� '--------- m m� �� `, i' `- ,mw � I W W J I I I m � r W I , I ' I I - --�� -' - U --------- / ' 11 j I I --- � Y H omDU �V m �m mm rm - I, - m MH mH j 1 / 1 1 ; , -------------------- } H 1 I r[n mp om I m } mU U 11 m, nm mm x wmH - ,: rnU I > m� ~ 41 I \ 11 I'I 1 I'II-`---------------- O�iU .0 mH N~ mp M co z >- m C) v n Q 0 z N CL Cco 0 -0 -0 U) w 6 0 o z z cn cn M zQ (,I U U O o a -3o \ \ ?- m y' CO O �� N Q � � U z - N � n O z U L- c 0 N QC E c O L.- 0 >, 0 L- 0 > N 0 >, C �E=>C + :2 ,) In >,L.- D cn-o-0� O -F- -0 O -O -�,N C C � � O O O 0 0 Q•-J+ �, L.- > - 4 >1 0 � U U \ W 0- �0 �,\VC' N 3: 0 .WW U 4.1 U)O -,�0 >,L0�M O 3 W 0-•L >1 0 0-0 0 — \ = L >,� U - O 0 � Ln N 0 z 0 cn C Q) U J �(�// LL W J J co O cl� N w M I O N § I O J W Z , Q U 0 0 N U C C - = L C3 N . U z ° ° o oW °J, U C > \ U) n� E n -E � W_pN N n Q -Y In 0-0 Q o Co Q n L- CD 0 -iQc0 L C L- O j+ N CO r O W O C C)0 � U ,j- Z N O Q� W \ 0 O O J U) p +: C 0 00 0 w U) — 1 - + � _0 _0 -0 In � N 0 U + Q) + N L N OUQ 0 0 + .-� O 0 N ° J CS � � � 0 C 0' N �w 0 >,Q 0 ° aE•�W U U -0 O - > o m a) m� -,-z � N— o Q W U) ,_ >1 + 0 -0 0 .cn N-0 0+ O N 0 O C C O N > a) U -o N O C d� cn Q 0 - CZ W -.- w 0- L-- C Ccn ._ >1 �r) _ = 0- _ p � N cOn 0_00 0 U) ON U) O N p C� 0N-C �0+� N c 0+' Q �~ E Z N U E L C) � E >� i `- C -0 0 - � 3 C� -0 C> p N J N U) o 3— (n 0 E L- ) a) cn u � o a- N Q)> cn U L- - 0 C N 0 0 W o L- co 3 Q 7)-oQ L- � >,C) N N>, >� 7 L— a) U) Q Z 0-00C C O o L- T a� OImm ' E o U co a 0 C L- 0 N Z O N 0 o I C) _J N O J O 0 �, C Q) O C Q) O 0 �-' (n W I I LwLLNm� I I W N I I W O I C7�Nm(n I Q�- I I ~ w u OO F: W F-- Q� Q Of Z W > F-- Q Z J �� C) C)w o :2 1= L�. LJ � 00 � z Z � 0 Q � >zjW J O Q = Z O ~ D IJ ���0 00 bg Q W Q 0 LIJ Y = Z W Q, Ld 0 Q Q , EU O Cc) W � � Ld cn Z -iW c II mz0 w I- J Q = V/ W o wvQY M w-i== 0000 40 M I ) V �) L) fD•— llqr � O i V 1 � ♦^ ���/ � o N � M zui,�� 'Cl [Apo) 4- L,r) o N C a) %,� �, �f X, �•- LM L0J . : n>Z a' O cu a_ 0i CU Il^ j V) N co ,-u d 1 CU 0i •�—p 1� MI f I[ l M 0 V'�.A/,i 4) *4.0 Lo ti IIIIIIIIIIIIIIIIIIII d `o Q dr*, C`q-,' � i ^L CM U U W CF) �,) 3 3 rL N co r- a v r W W CO3 Pim s y oe a z NMI om C NMI NMI m W me CD 4 W I-- c (N E Lo �� N H W U=uz � nu Q J o'- 3 H U UQ�� • N HU�Q i 1 0 0 O� 0 Q O W z z^ C LU � Q �U z OZ Uv v O Q I 1 I 1 I \ II I 1 I 1 I 1 I I. I I I I I - �III, wet v G�. p is �`� `----- ,�0? 1'�61, G QP�ep• O�i.�p, ° ��9 e0, --- - O wet— W W J O W Q Z 0 �LLJ p ~ Z CD N C C ~ � LLJ w p w O m > W 0 ca 0 0 LLJ U Of w y U QU w W o E Q U) Q W Z I LZLJ = p (D Of D Q U Q ` A Q U W W 0 O Z v' O Un C� 0 z J LLJ w Q z LLJ oZJ Qp 0(D _z 0 m Z coo Zm p caw ZU) Q CA ~ m 0 � 0 — (n W W -i !V wa 0 ww 0 a_ 031A55VN11 �+vv d0 AlNlq� VMONV .nuxp N100-�L-ZL-If-fiZ 'oN Nd W �r 1 1 I �Vo I I � � I I I � "—� ------ -- � L 0 Ln r- co ro N T Ln O r0 Ln Ln L 0 T uu u u u 0 Q O C O � O aD wLLjwcn wm^wCn w CU O, N L 0 � W � W O �� W Of J 0 0 Q0 QU(-)of U O� Um U N J O O r7 O QQU Q UQUw Qw WElf 0 Q Q U Q Of O U 0 _ 0 00 CO C0 m W N U D Q 0 N O N m= Q Z +0 W c r7 (0 r j O c0 c0 W 0 p N Ln N .���� Q 0 O�W �W - �� W U Lam+, W W W N COQU p QLLo w LL W W Cn W LZ W CD L c O N O O p (/i (n Uj U j (n 0� (n Uj (n O Q J cn (n -C O O U Z N �_ ro pW LO J ZO o Q� E 0') O L 00 LC) r7 0 O D W r,�� O N �,� N N � cl O) J 00 0 p( r-� W J 0 O O i�i _ W E N r0 � Lo r- O 0') N w + 0 N 0 a Q r- Ln ro-t CO r- CO [If J o C 0 c+ L.L J m �, om 0Nr-E EL II II II II II II II II II II II II �O m cn J �� p 00 C O+�W Op w wW C� -0 co 0 L w w C; Lv 0 Tc O L QE�� OLn � y Ww O 00 L L T N L� 0 c 0 O U) Q O� m LO CD L F-- W + W -00 5-0 0'Q� c > N Q) W O pz ��� W LLJ NO 0- Q O W 0 00 �+-' p L QQ Q~ y L OQ a O mQw �N(n N W cnF 0 O Q J W (n W 0Lno r70E--M O�QN N N c c (� Q w\Q Q p: ODpLLJ� U�w~O °N O N 0) C-0 -DO� Q� Z Q W W (� W (n WLli Q� __� W QUw�L(� DN E U 0 3� 00 TCO`- = (n W W - Q Q p J 0 0 Q N W Q 0 W Li mmUw I I cn o I o_0 -� m p w0 J m W w—Q w�Qcn � ro 3 3 c N N T N 0 Q) U °; 0 p Z CO � � � Z Z � p Cn D' U) LLJ j W 0 _ (n L O N C 0 Z Q J O O w Cl) (n I o — O Oo L 0— Z Q J W (n o J o Q a > Z 0 C) = OO h -C �� I �� CD :D J o J w �� 000Q �ppp� W o U) ��> Tom+ W m �� o ��Q �z ���� �aQQW L '— — 1 QZ p C �� �.�.� COS �'~ 0 J J J JD W o J Q~J W 0 DDD0 �NMI���0 �Q00 COOS QQQQWJW Qm(nQ� ���0 Z� J 0 a�— o�� 0 O o L W r �o O o wz� z� --- = oQoo� Z c N .0 0 O n L O O N 0 0 0 0 0 0 0 0 (: Z� 0> w 0 0 W z z z 0 (� w--_ U)(LwWm��(L����m(nJU I- W (n W Qp� UZ ���Ln LLofcncn0 I I I I I I I I I I ------------ \\III / / p.0 IpoWl ___/ BZ B40O0pb- Lf-ZLL-Llf'O-TeIw^NNId _p I I uZl 'OSA'I I.�N uNWl SOON-- — -_ II \ SbL \ - - ------------------------------ ----------- 0 0 U U U U L Q) O Ln + 0.� 0.0 0 t E Q) 0 � 0 •� 0 O O O+ 0 U 0 _ t on � O U O Q) U 0 Q) L CO N 0-0 O W N —O L— W �� 0 0 Q O �0cTQ) m (o 0 ? + L LJ rn 0 U U O 0 w Q) a Q) � o Q) 0 E ^c o N O to O 0 +_+ + E � 0 Q) •0 U 0 (n 0 0- -0 Z 0 rn0 0) , L L D O O N °_0 L L -0 p (n Q 0 0 0 I ; I 1 IL. I 1I "--- ' I i II I l r l•-r" E 7 H13101 o L II I , 1 , 1 , 1 , > �- m � > o o Q z CL N NCc CL m O Q) Q)El U o cn U U 3 3 cp � cp cp 0] m � � 6 n Lo Lo �o � C) U U z N L (D Q� O > (D >,C �E U) C/) O N N + 0 0 Q•-J+, o 0 0 TQ L N N N L U Q)CP U o + �L a) (% Q:� Un 0 N N O-•L T 0 —oEu O H� U W ('7 ('7 W M «'i o �>Zxm �. 3 a_ � a_ _� 7 �o OJ cc A, y W N cc nz ��03 o�` c c03 •� }� i y V J � 0 M ° c H cl A, Ln O O q o U a. "'o 0 C" U CA W 3 3 3 Ll- CL N co Ln r— CI 1, ; � ' � 1 pau lssoun :ssaJppy N Ad I pau IssouN :2saJppy ZL '0'S'I :Jaumo p 00 rn co I1 ZL '0 S I' :Jaumo 03NOISSVNf1 :ssaJppy L000-LE-ZZ-L£-6Z 'ON Nld Ii� I I S000-(E-ZZ-LE-6Z I'ON Nld d0 J.1Nnoo VAONV :Jaump ; `I 1 L000-bZ-ZZ-L£-6Z 'ON Nld �+ry n11 i — OM I 1 - I i \, " \ ------------------- - I --------- --- s i --- 96� i' I --- ---- rn a - - . _- --` _ Z J� ` N F MW _ a) > _ O O �� lq - ----- O _ ------ n W Z - p W N \ 11 ------ - '968 ------------ N � W a) c � Q � 00 zJ O > . I",� o --- N W 0 Y L O a) 0 Q L 0 \ ; 0 oN 0 F- ----------- ____ --- NP��� W J cOn (n >� O U Z W \ - Mom ' Q >, OLLJ W O - W Q) N O - O 1 06 -_ N J� Z 4 � 1_1 � 0 .- Q c � w 8__________________________ LJ m -- -` - lg pl� �( § S/ IJJ tY J (n 0 + OCf) O W�� W N o - _ _ r� s Z QU W �� �Q N v U) C) Z Q ---- _- ---------------------------------------------------------� _ o Q - C� : N p O O L> -I- --- I IJJ Tn: o ----- `- ---- --- 1 �; X<<~ C W � a > � z � � W C j-0 Q O p 0 'j D �a \ k\' __88 - ------ (n > Q � � ^0 w= 0 'mcn �-� N-0 C) NO W ~w� >U L E II v5 8 _ ------ ,'06 a O� ��l Q, I� U �� o o Q°'o I 8, z - +� Co a) O N N Z (n 0 Q -0 O a� 0 c o N co > a) `J U I M -- --- - _ �------- -- - Z _ W Q o Q (n a) o Q+ Q a) W E o c I, }aM ----- `' - �ciA T raU 4e��H O W L� Q Z �N a) - = W N - (OJ I c - ____-_ l O�j' }am 4 — ,qo d,00 _ °x` - -------------------- $j ' ■ O Z N C D Q J = 0- C N Q,O O a) C -� I w<n - - - '�I. '' $Cn o C� v .U) Q = v W V) ° -° - c o CO o - ° II /------------------------ __--- 1 I/ -------- I a u� ; a) _ ] L = N N O a) cn - O O + Q ~ � 1 / __ ' wr = : ----- Q Q U C_ U Z � N U L_ O 8d � O > N : cn I // I` \ II +i-- *ppr / l,\ '\ ' O 4 (n Z Z0 Z �� O OHO O C I // I Gcn I I \ a _ \`� \ I 0 / _ 0 W Q - � 0 C � a) a) 0 II / / vl � a Z I I z J 0 (D (/� - U 3 � - T o a� ° cn J a) \ 1 _Is _ � � = o / ------ fi I g Q � D cn > O O O O N L- C) > ._ \ // \� I ,1 \ NIau rn Q `o �` O UD >_ y N� cD� _ �o �+J� 17-0-0� _II �" ..I', ♦i/ I�pJ -- I : T / C) c r f- � m C � (W U (W W C O Q >, _ > L_ •- 0 0 \\ �J ��d? ♦ _' CO _--------_ z zO zO w Qz c m co-°Q oU ```�-0 > (� z 0 \\I - �� JN a ,./,_ — o a) O z ; W �11111111111111/ O L_ - a) C co - \ \ V \ _--- -- U co Q I r^ - W Mc O O O N a) O+ J O N N � a) Q Q\ 1`1 --- 'o v5 1J Z 3'` -- /, W N W W Z '- a) •� N N J O O L - O O Q W \�\ - o a___ �a4 , W O - I (n W W wNm� W N W s7N�1lm(n aQN(Y Wt1 \\ \ /'' I I' W W W W � Q \\ \- :� - = " , ` II 1 -1 Q w 0 1- w _J O c�iJ �\ Y a 09'866 -- � 0,� 011t ]"a"', w_ M x W z z� o WOW OO)4- -- 1 77 w w / � J Z tYQ J Q�U� wW �, �vy� M `}aM iI X w 0 0 W W� QCO ww OQ \ �' W �m Iw! U - �� / // 1 1 � il�� J= - D w W W Z W (D Lu (n W (n C W ,L v> L(0 Io o) `1 1: 1 Iiiiii r-o w / O � O= < Q z O_ � w z w � 0O 0[ QwmQ = ��;-� i`. 1 r� o� CO -NI IJ > O ` _O z Q U W z U Q w U I O� v - a_ � . \---- (n w' O w (n Q W W a� wz — 0z0�w Q� 11 I \\ Q v / 11 ,!Y I& III ` O ��� p����IH- � W W O Q O X Q O UV Q�� WV W �� U Z (-) X/ >- 00 Q- W� 0 1� /,\ _ I- O 'M/°�'1 Q• I JI. \ro I- I�I 1 Z Z w m Q N L.L r w L.L Jj-, Q o L.L �l m �\ L.L Q w w IJ_ �(Q� L L w O Q i \/\I _ TIC LL c, T0� \IJI�' - _ ---------------------,,o - ago Z W (z � U) J a- W 0 U m W - (n = ; a_ z W' Q W Q 0 '-------' " w N If) �N ,"!Z Q Z Q�_ J--_---__-_-__0 0 Q Q 0ao D �- O Q W O � Q U 1J cn cn � 0 W= 0 W � vON. ,. z 0 z �Ug m (n � _�s8 ............ 0 1J 0 w U =z W W (n $ _ -t2 U �O W _ ZC�_. \ w J zz O� (nzwzo wZU % � ab: ao� c\o II �N '"e�! i Z Z Q Z J Z Z Z w Z J 1J LLJ = Q Q v) �D/.\ Q= Q Q m z w m o o Q ,� 89" 06 ,�------- 11 o � . i m U � � W � J � � U � � � � w U � > Q W U � _ J w _, II < N r 0 - h' Q W N Z W W J W = U O O Q- Q i O ` O W U W W Q U C-- Q N O I 1 wet 4� s z J Z z Q z O O z 0 (n z J m W 1J > O� z (n cn W cn cn M 1J z Q 1J J Q 0 Q (n � J' W 00 al ..... ...... W _ m LLJ x x� x x x> 0~ 0, 0 Q O c-D �>- z>� w m -- 1 z 00 o U I ', v as----c,41 --- D- Co co Q J W' J Z Q H- Q O X W Q J 0 H- W W' � Z O LJJ z I } Q I ` p Ca - cn - Q Z U (n (n = W W (n U W W C (n w W 1J W W W O U m C Q Y (n Z W m Q IJJ 0 9 Q F ��� I w w ' o w O cNojr $g� / O 0 J (n Z (/1 88 v Q o am , o o; r, "o Q � m (n (n (n (n (n (n (n (n (n (n (n (n (n cn m cn (n (n (n (n c/ (n cn (n cn cn (n (n 0 a I W W Wo W� W W W W w w w w w w w w w w w w LLj W W w w w w w w W Wz Ld wwlJz w� - o , >LLL_ 0Q �J � � 1 1 ,� �I� F0� � � - � � � � � � F_ �_ �w ��3;:0-�W \ ' O If oo� I 1 I = I II W H- � � H- H- H- H- � � H- H- � � . W J � l0D � 3 o Z 0 \L 0� 0 O O O O O O O O O O O O O 0 0 Q 0 0 O O O O O O O O O z O W Q O w -�- y J Q W O = 1 N V III 1�/ / �� f— Z� Z m Z (n z z z z z z z z z z z z z Z Z z w > J H Z w W w > � o_ 1 1 N o- m 1' Z Z Z Z Z Z Z Z Z Z Z 1J Z C� Z , \ 6 ao II � 3 I 'm o s ��. /' _ 0) IW WQ WQ WQ W W W W W W W W W W W W W W W W LLj W W w w w w w w W L1Jw Wz WOJ>-� WD ._. [-- o _ W� Of 1 0 LL D) D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �/ O W D U Q m m 0 m _ 6\ `Y) : Q j 0 wQoe WLL_> _ � // i 1 �Pe 1 j M1IZ � 11 �� L -I- �-)� ��� 0� o O m p \-/ -I >� �Om F � W LLQ =o ��� ( � IaN =I ...a> /,� � • o ❑ O O �� , � 0 0 0 0 i► -I 11` r---r-1 N� r�l -------1�� QZH w w z o ��` _ ---- Nn I II -.`I qN o I c9 Z O �� c w o m ° I I I II I°° o O 1 LLIz -- J I' , I O Q w / o a ------ --- H'- t X x ;; I II IX I N 10 N ¢ZO...... �� _ ____ I, .I II 1 � I J Z L1J it ��` —AOU7o ,� / 3''� 3 Z W J ---- -- i _ - I 11 ' `I 1 m I - i d 1 � Q I v O wet O N W � — ,----------------------- -------------------- - - ------------------- -- ----- f 111 n O I It I N X o U) - % = OLLJ W O i�� / , 1 -- - 0 (n O � ,\� w&t ---- - - - J \ ,,� _..-..-..-.-..-..- - - - - - L JL J o L� . \ rail 1 J Q i II , - n ..........................:::::::::::::::::: x . � � I I /' Z = If) 0 LLJ w ° ---- f I 1 1 1 , I W O co w I T� \, - a 1 W Q O (n ....................... � 9g / 7 , , , \ IY Z I o o _-- v W Q _= Q ,z� 60z\.... z� .. \\ w----- _ Q�--- --- t ....... Q Z W ��.• \ aoa \.Y I zJ= 0 ��w 0 O 240.4 I ( O / / Cr,�r -868 Z 80. 0 • O Oi Oj I �O qi 1 w= m U o=?:LLJ 0:� 00E--ZZ � 0 0 Q >ZLLJJ F__ 0 Q =X zw� �LLI ��000 � W Q_ 00 Q �Yoo0>z Q Z JJ� Z QQ F Q Q z O CD I 1- U . U W Q > H- = I- U) LZ J W cj II °°z0 w H- Q = cy) o:' ............8 — — _ ------------------------------- 0 80.1 _ — — — — --------- 80.1-- - —.. O _-- �I - - - r \ ,� �'�6- + -7 � J�J6 1 `L� / �1 m c=i v - - I'' _ , 812 - - - ...-..-� ... - � / I I _ 8 -----' ' p' d' '� N 226 _ _ _ - Ol Ol B----� e SB- -BLDSB- i t r e�Dse- - Se �• �`: 1`I 123.5 ��.S��GjJy �� �^ /. R z Q ' 31.3 _ _ r .- L- _--REPS T----BEDS � \ ------ ------ ['11 1% .. ... -BLDSB- I _-BLS -1 ...{.....I, -- ---- ----- --- -- �z9 � y�� ���o�Jd� �� Z I I 1.9 // 6 OS a, I �BL sg ��� I I 11 w L 1.�018 6'�8 --- - doyrj��� z _�,�,_ — ........... . b LDSB-.- ... ;w �,� _ m� �I� �6 Q s� 8'9t .......... - .. �- - �_ BLDSB \9S�11 �� b�� . / � �.. I I ao s M f- °� Z viw z.............. �� a000 N c� vilJ �'' `.::...�.........__... .:. -4„W 172.�3_ {.. Sg` =I o./ /�..85'006o00S L I vi Q Q I L� o _ �O O o 00 ...... � - to . I yc . �0 '�/ _ o el- I f \''' •. / co • . 00 w �� ID N ..... Iwo I� _O u�� �'.. --._ soy �/ w1•' O' Li I In I I r- -11 -7 N N {.s68 ^ O In o Z O o In .� I I '' .. �$ ,,) + °' o o- N� I �� O� L.'' toll I I� ... II� I in ��o QO I ''.Ir- M��_ I� ..�..e-._... � _ter I I \ �' /� 30 o w _ h 1Ln r w NH �..IL M , WU2, \ - �, ,� �, ,�,� o X W N In w ' )o� II N ow ... I I (nH h. I`° II W Q I I II I� Ln,� �, �(,; to I w �N Ow _O I d- (n I OZ C�9Z I. �W I I {.M............ Z 0 Z.u, N(nO_U N_ cn { � N CL) O (p V3. (/j i �0 N N n o J �N 0 - _ h .I D-Z ow ow 1... I �o 10 rn� l� ti''''. \ Q rio Z O Q III I _ / > Q )�, II �h �z--asaie- I h' 0 w I .I _ - � I �� (!tio� W= _ M`� M �Z N� MOD I'� �(�O \ XO I �m aS9- - ----- Z U - 6 O W `%- w W C) w U o D o w �� I I 'I Q S o'08----------- I \ I O� o Z68.. \� N\ OZ \� . vi Q H- H- \\ [_ N Q o 0 o I.. N� L.. I� m w J== oo vocz se I I I r II N u q..... ......... N it n �i . �!i' . z o �, - '- t .• eSo,e, O I - c 1. • r- r- I H oz a ;1" ti ncU O.L'0l --- I ..... d.. _ I o I ----- -- I `n "� cn II (n w (n w N II I I r Q Z -} esa�a_ ()- mrn0w oz oz N � tn� l� o�w� j Z 3 - > J 80.5. ..... .... Z � I (n00XZ o_ Nma, •' f ,,3ncno o� r \ o� I I I O c� rn `no Z Iri o 0 Q � o ♦ -' a- o Q o_ /� . h �Oj is g . 4 \--------- ---- -- ... I ............CO X �• � ' H II � w 0 w . � �'. r - \ '1 ------ � q •5 o ; 6 �S.------------ 0 08 a------ �asa e sa a � -esa�a - esa�a.. � ... i.. r M (� H IIe` J1 (n w 0, U 0'08 - 0'08 esd�e_ rq .. { .. :`I �, �.\ I .. �\ N (nZ \lib O~J Y ZC7 H_ --J `, �: o I L .... I ..---------- 0' 08--------- eso g �68 .. {. � ' � . N O . � o J Q Z. � a D / v I oq/ _ —� 25• 0 00� d L 0 t 11 Z9 T J I l-------- 0'02--------- �: G. I..... O�- ��\ x= LJ OJ OR \I - �\ i 6.� - - J L J L O ���5.... OZ� �� wc¢ao wm a ° L1J .�� I S'LS ZZ8 S'L8 00'OS l- x� m SDWI ONIN 30 .1110 1 6L i '------- -- ,______ 1 __ �2 z z > 00 � > o o \ n Q C) z O CL N N In CL - ❑ -,-. C N JJ cN C o E 0 Q) Z z o J U) U U 0 '�- U .__ .__ .__ \ \ \ \ y_ Q U � U N ") 't U z I , O- N II '1 1\1\______--c-1 _T--II 1- 11 III111 =- 68 I 1 'I --- I \ 1 _________L _ 1- LlJ i -;s 1 ,_- I �-- I L 1 _ I 1 I < `I 1 1 -- 1 __I I / / \ . II ,�'i II \' / 1 , I I I I ^ ' L1J I I _ I I -T- I09 -l- 1 _T_ / IN _1_ 11 \/ / o NI r \ co 100 I \ _' I AIM Ul 1 ,,- 1 rnh L 1 _ 1 00100 ,V\ � � iI 31J' 1 GIC ^^ J F-I`i I 11 _ v I / :,C/ I I o 11 1 `i 1 � Ifl I r J _I_ 0 I'1 C-0 -, I ,. I , I -i I 1i I � _J _I_ __ N v I` ` . A '----'" :_ _ 0) I is-- J V OF .a F n r_; _ ` -, I ,_,--- 09% �,, n c-- < `j '0 a) L_ LJ L1_ -� _ I Q c \ , - �' O >; O - L_ cn 09 > Q) C, >, C . <,1` _ _ _, 4' 1' o U) >, -- �CK - /\IL cJ > .�� c O -0 �1- I X%"---,,-- Z I C--, N '--- p Q•O J C7 o I �Q�Q� _ I__ 3I L ♦ -' . I T - O � ♦ I -T- '~ (n IZ a) � - -7, . _1_ n L_ (n `-- r r\ I -l- a) � (n 4- O \_r <\1- O + ,\.1 r-\ T� O � cn Z _1_ - � / \ a) Q._ >� O L_ ai 0 - t: r < -I` , 3 = L_J - - U L_ L - � a) 3 - 1__ -- -O O� / / \ j `I� . . , - / --. __1 v `_' __/ r-\ ♦-r I I I L1J ;\� -T- r \ I _1_ ., . w < ',I:I` ' n I � :: \ �-% ♦_, o, _ rn11 /46 \ I \ , €� "e gL'g� \ - .. LDSB '---q E.F£N X w WooDENCE ..... w�® �� ��SS N31N�Sd3 �\ .�� O 1� X ... 3 �bOONb^� d2JlI 03SOd02�d 00 I __ .. - 9�� 62.2 6 SZ Tv-sico . 1 / I / L� ��•00Z-2i � � N ��. - 8 ... I._.._ ... 33.1 ,.... 135.6 0.00 4.2 .). — — — — 66 - - - - - 00 00; I Q 31d2�1 03SOd02�d / I " i I v oNw 3.: �� — i�', \ Z' l9Z � -, OS=d 11 69. ' m------- ---- - - -- - -- - / I 2 1� 6� 0 111 ° 5 : _ If ---- 0 s8------------ --- I — O a I N m o 9 U , � - C .SS X LXJ w" / w I'' . 9 ' l -- w m ____ I. o . L t :�• Do= $ : _ � 0 l 0 t.. I I ----,--- 0'S8----------- I— � ZS o _� MHO ... — —MH S n% �- - : >17vM3alS a3sododd — W g 1� �D'S8---c-Sg/BLDSB I I esoie�\\ \gl I �: �� Z'SZ 6' L9 0'S8 0'08 2'�2 m :._ ... >34.58 \\ \ \ M„51,Z0.00S iV v o -- L ` _ BLD I � I fo c — — — — — — — — — — — — — — — — -- , ` �' o O \ I I N ----- _ a� I— F 9 a, o ro 1 0NVH81A0 - \ \ • --- --- ---- ---- w z I I �< 0'S8 - O l 0 6 a mo ' " _ _ L / O w L� L ,� I \ _-------- o'ss------------- I I I . I I � `� � r10 n 4° 59 W v \\\ I Ema Q1. :� Z W I I in.LL I =,.7�8 t718 BSOI - - - 8S - - _ .. Mc -I 0 E' `jln�' CC): -.� (/� I vi LL. I I� LD�B rs e I �esa ale /S'� \ . �'I °�°IZi > U) \\ \ . • I n /��I& F-- E c I',% I � M to ¢< I "' `n `` I I I I \ N ------ -- Z Z o w� z w \\ \\ i 1 m. �, N �, I �, _ \/ w W I rn 0) { cn L. . (i li �'� °� I I... --.9-b o o Z \ •` / 1 0 I O 00 - - 1' • n in (N LL I vi li m Obi N LL LL } m N \ n - \\ \ V O H CO O O� I ^O N - I I I II _ X O I .. N 00ro LJ~ ,/ �� ^� ON �� ,�N N� ON N(N IXJm �� \\\ LXJo \ Io 1 = \ V I o II n �o o m \\ �_ :mom W 7 <\ NaD �� � I II I �� rIn I Oo to (o \\ 10 — — V •L ` ,^ N O N II I ....�.. to N co I .IQ Q� O 00 O fj N O c� I oz I I I I =Q � '. \+ r/ •H= Ix -a I I �.� a -DI - U) �__ Ir......• .tn� '" rnw I IN�wm ow �II� N N .I,.......a.... O� I M rho O � IIMQ= I v Of z......... . oco �z to II II II II �r vi '6'20l SS300b iS 10NV lbM3MI�i0I 03SOd0?Jd / / ,NmZm O w a- Z 0l 0•G]................. c�...'' ..I•• 1 ca 11 I I- (n a I I 11 u cn a ----n I-------1- `• ;� -/ N i I I .... 0z 1 QI I Ow 0w 0w I I 0w I V) o 17 .: � F)o�T 0 V:* J_ n H c� l.' z o w o LLI C9 �z o-z o_z Ow o 1 �U)� �r o Q 3 I I I (� logy oil (� I �Z I � � �aY - o y�' _ - - esa7e - - - - asa7e - - - BS(1�B esa]a esa�e a�� _ _ _ esa�a - - - is �i - e a s e esa>� - s�ia - _ - - es_ -: - BSa7e - - � I 0" N l , 0 o I • . M•� �T - m ` wm� -b Q I / a / : nN �J 0 O...d. 0 �J d -- M� ao / : - u V 1110 .. �\ - 1 N 3 W 3 S V 3 7 1 1 1f1 4 N \/ ?w 3 `0 V N I V 2J 4 0 3 S 0 d 0 �] d - - rn -- 1 \ v 0'S8 0'S8 0'S8 0' 8 0'S8 0O)z'S8 0.08 6'SO l 0' Z l ----- L6'8�� /i • O:.......................................... 30N3,).NNIJ.. NIyHO...... .. 3ON39'NNII NIVHO _ N3J DOOM 0o LL ....... � r+'�.....'.'..'.".'..'.. 30N33'NNIT WHO .................... 3ON3j NNII NIVHO � 30N3j 00 M -� O O 30N33 NNII NIVHO Na 30N3J NNII NIVHO 30N3J DOOM 30N33 DOOM 3 ON33 NM-WYH3-_____----- M„5I•,ZO.00S -- IMEM\ 65 ---- -- - -------------- 896................... ?i%ssS1, 20o00S 006---------- - �w . f' �/� �Z 894...................... m 33 .. �o ................................... " rnz lllllllllllllllllllllllllllllllllllllll v� H ai.................------------------------ ------ .......................................................... N MO �' .... MO_ -------------------- I........I............................................................® 1 XLd i i\I ^Q.....g68'.. �� �� r� I °� V \ NMI 1------------ - . I co ---- �w -- [ I �\ -I ......... 1-1 c-- v ♦ r I ,�. r.ii 1 �ii -Nlr 11 /moo W 1 1 : o w= I .-- I �000 o I = 0 w `. Xw zo n--------------------- v II 5�';' 0 `` O - --- _- w N x a I - °O 0 I � A I /\ I I I /1 /1 , / /1 1 I\ I I, // /1 A I, / A I I I i. ;' I I O I--� -coo XQ J 1 - ----- Lu c0 I I I\ 1 I I I I I I I I I\/ I I I! i > F 1 \/ I I I 11\ 1 \/ 1\ 1 - 1 1- 1 I 1 I 4_ \ I r\ ,\ - r• , I Al I _> o_ 7 LU O L, I V \/ I _I_ I \J \J V \J \J \/ I I V \ \J I V V I V _J I I �/ i / N I I I I �- -1 1 �Q 11 / , I A, A/ I AJ I � rI 1 I ,- -� I 11 - -- MM I I 'I I 210 HVAOH OLS9 :ssaJPPV / '`I r" I \r I-- I I, 2J0 HVNOH VL99 :ssaJPPV 210 HV�OH 9999 :ssaJPPV I 210 HVA0H 9999 :ssaJPPV I NO HVNOH OSS9 :ssaJPPV NO HVA0H Zv99 :ssaJPPV a0 HVA0H bES9 :ssaJPPV I a0 HVNOH 9ZS9 :ssaJPPV b0 HVNOH 81S9 :ssaJPPV 1 - - - - :Jaum I / n 1 �� ' 11\1 �/ :ssaJ 2J0 HVA0H Z999 :ssaJppy b S3WVf Xf131�21VH 0 , / \ f I Q _J , r , , 210 HVA0H 8659 :ssaJppy \I NO HV�OH 0659 PPV W NV3f �0?JV0 �8 0 I W NVOf f Z12JVMHOS 0 NNV :JaUM0 NOSNHo N NVI b 0 d �8 M �21VW 2J30N38 :JaumO W 3NVI0 V 3 3-1),v �8 W H139VZI13 ,QJ1 J3d ':JaumO Ot00 ZE ZZ LE 6Z 'oN Nld � I I ''I V I-. I I I I , / ♦ I r\ 213111W H 3Ofkl8 :JaunnO 311HM SVIOHOIN �8 WV :JaumO :Daum 13VHOIW ZlaVMHOS :JaumO 113HOlIW 3NHOSfI� :JaumO tiE00-ZE-ZZ-LE-6Z 'oN Md NOSNHOf NNV 13HOV21 :JaumO gE00-ZE-ZZ-lE-6Z 'oN Nld M Hd3SOf 101WHOS :JaumO 1 H11311 NOSa30NV :JaumO 6E00-ZE-ZZ-lE-6Z''ON Nld f� I\� I O 3 . �/ \aI II -A. 0 0£00-Z£-ZZ-L£-6Z 'oN Nld I O NN31O 1101 f1O 0 I ZE00-ZE-ZZ-lE-6Z *ON Nld I ££00-Z£-ZZ-L£-6Z 'ON Nld I I S£00-Z£-ZZ-L£-6Z 'nN Nld L£00-Z£-ZZ-I£-6Z 'oN Nld 8£00-Z£-ZZ-L£-6Z 'oN Nld I / I 1 `9 - I = I . , I \� I I 1 6Z00-Z£-ZZ-L£-6Z N Nld LE00-ZE-ZZ-lE-6Z 'oN Nld I I I 5qj ` I � ' - I o 1 ,,16 1 � YY > ; 111 0 0 w wo kn 4- II 1� jti1 U — r. r1J N O z U co Z U U J Of W J J Q0 12 o Of N W m I O N � I O J Z Q) Q O 0 0 O H � L � ` W C2 T W U � r- � •- o > > a^o M L o �N� cc � - t/i W o M, �o '' ^^ _ cu r / Lei 'T �cu �>Zxm 3 �•�� � L �. Q OJ ,03 o yNz A, 00 OJ O � W 03 U-' D �O H M L H J c ^Q n' II7 W � Ln � q O O �a 11 • � �,.0� N11 1" v 0 U 0 3 3 N co Ln r- 0 _-_------ m w OWZ m�W J W �� - $L z0 0 pZ>J �� O�0 $ I Z cn Z �Q J Q��� O� �` �G --- -- J 0 � Q w z� Qco cnwcn OO co w m LL p F� 1 �� g`L = I \ o= Q < Q Z to Z LLJ oo O� aw Q O� 4�� N 8 - III Z� W ~ � O � m w U Jz 0 1 0 0~ �0 `�� ,Q��1\� 0 --- -------------- Q J W U LQL W `-------- - ct�W W J X O Q LL1 w -� Z0 LLJ OZ� V O Q � - I � � � W O Q O x Q O Q 12 m w W m 0 Z Ux �0o Q -LLJ� QU �\ 4 �\ - r_ z Z � � w� m 0 I- Ir � of w m Cif =) Q o �Q m JI-0,w Q �� JP�� \ - _ w w Z m w O m cn m m Z Q z �� LL. Q� m Q Q cn Q F, \ F/ - -- � � �=- J m w p J 0 0 Q o� Q m Q m� c�Ln D� Q w� 101;_ P��`' �9 N �w w z v, > >� Ow Q w o w 0 � Q w o LLJcn cn U > �� zm OwQwo mm OO �\�\ �O �J /\- �b4' OOW11 zo o zo � o� m cn )- I— m c� o m m U m� o c� c� z c� c� c� Q u o J Z Z CL � w cn w z o Q \,O � \� OP �� o w 1/1, J Z O W LLJ Z J W D 0 (n Z )_ U �W �N Qz= � F Q w - a_ Ld_ Q w � J � � � _ � � w oo mo 00QOQ o� FQF��G, ��S �� 00� I,Z � Q -I ----- Z m Z Y o 0 m � cn z �J w o m U cn W cn cn Cr) m z w Q U J o W 0 ~ c=i) Q w t�F JO �\' �, N U" Q - 0� o� o� Q o Q>- o x p w Q m_ � w w x X m x x x> o� of� oQ oc� ��--> �� �P \,� -11 w _. Q m m J Q Z U (n (n = m w cn I- O L� w c� (n LL. LLJ w� LLJ LLJ IJJ O U m cD � Q Y cn z w m Q w o w Q �� -tom O O z \; z Z cn Q U) m cn 0 cn cn cn cn cn m cn cn cn m cn cn c o cn cn cn cn cn cn cn cn cn (n (n cn (n cn oz U) w m 0 � cn z m � O �Qp J�` o Q 0 �1 / =I Z -�� W w wow�wwwwwwwwwwwwwwww w wwwww ww w w wQ wW wwwz� �OQ v z�� \ I-0�w �- � � �m�0- wz \�\ z3� �a. Q > - bu oz oY 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p O O O O O O O O O Om Oz ow o I- U 4 d0¢ / w � \ Z Z Z cn Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z z Z z z z z z Z Z z Z z W z C D z> J O J cn / ~ �N O W wp wQ wQ w w w w w w w w w w w w w w w w w w w w w w w w w w wm wz w0J>_D zoo _ 0- '""--o Ewa 0LL_ 0:2 DU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0._� 0Li DUQmm LLJ LLJ m 0 3:C.D N - '_$� 11 @ 0 J:� � • ,r (V p0 r 11 II ' .. Ln 1 I I, �� o u L O i ao I t I I o I ti88 Zit F r 1 — - I I . I II , 'I z wet 1 I .. F- �. `� X 'I C,4* 1 1 Ld xr 1I ^ Ii I I -� N 0 V) �� 1 I 1 `: 11 111 L-JL-J mw'm / �--- -'�� wet /fie f I'V ;i I O J = \ G.0) 1 `` . , x i : 11 II _[ I D j / wet— I....... � •���" I Z 0 .............. S N 1.' U .. _ m I a 61m �..... e - - .... 27 6 ��.. 60l I 102 ................ I \� 1 i i,J_N3W3SV xiniin (INV 3`0VNIV/j 43SOd0�Jd�`3'6� 9Z SON -3 —I � w z S �\ $� I aoa �OJ / 88� T--- -- LS�0.6 �.0 4- � 3 \\ 1/. 0 I_ o � o Y) F o w LO u w II � z� � � _ ti N m 0 LU C N D i rQ� 1:6 � , N 0 o lv u - :mm W U r,�� � -a ) u = _ i I �% Q JE - •T •L w 0 i 5��_ V— . • VO a 1 ���� � W) HV �Q NMI t W IL O = p 11 116 1 (I. Z44::z Z Q . L_LJ Z C w Z Q �n w r J_ :' 0_ � oD I I\ m :1 �JI\_ 1 CI /\, e\. �,... , -L----------- ---- I \to . a / / G a J1J . ��5� - ....... ... X ..1.......... 3S lMHO OlNI H0t/O�ION3 lON � Nd0 H01I IA 32U110f1ks 01.LVd 4N.y..SNOW Y / 0� ... ���0 i`103 d3 ' / c ^ �1MIM 13AYH 131M Ol-6 5103' LL w I z o� --- O� - \ O� \ 9 Z > �,�\�,,�,\\- TBAOK - '`, /\ o \ \ r � � - - Q �. w 0 m 150 5E WL A \ Lr SJ �MhO � N n / / � � � _' d, ,) I LL <9 - -- t wet M ON p • \ 11 \ \ `i b8 W0 � Ni 0 -_ ( N Z Z O .. �� . - -- ---- FR0 / ; \ \ I I I I / l�S �� N N / / o v. v> �\ (D . / \ O ^ Z w � \ i 1 NH / LL 9 4 i /14- N CK Qw~ _ / \ \ \ os` ... `�3 / \ \....., V)W \ . \0' �� W /O, i /' 1 :\� 1 ,^0^0 - = IM OL�ILc LL:Z . . \ . . `\I / / .........Mom..... �.....�.................. / I ^-c\/ O co LLJ O saa- ''.. �� .. � • \ MM Inl� \ \ � ./ Z %\2 1 ao 9 0 O �_ -I Coco - ...................... ..... .. ..., .. \ � eo5o � II II v)Uj( V) V) w } � \. 11 I � O ~ .. \ \ � / 4e� // 10Z .... 0. / k v L` �o \ \� mz \ \ / / •` rl R Q Z "� ), \` N/ / \ W m 0) CD m I i \ I\ /00 0/ \ r U) 00 \ \ f, / / �•.,N N F I / , \� / ,� gyp' \ / 0o con \ / / II • 1 o I a \ . 4) O 0 - / \ 80 1 wet \ .• / \ ^ ff co \ \ \ z----r�1_eaa -------- N U)i w o I �i ! o / ��,�� 6 81.2 r ,e"/ , / \ A / \ \ c9 cn II e .> of I - • wet__ aM ..` \ .•.•••. `/ li c9 (n H \ \ p1�e�-05.... ._ 0 �j � , 0: �c g1.3 - r L.... ....1.....'-a�Dsa--- Tay / / a (N L� \ s! O w \ $ \...'`�'- - _ ..............'... j... ..�.\ m000 � ?� - - z \ / LLt. o - - o _-_ _ - aH \ ca - o5e_' i 0 5 O z = 6 4.2 0 aCD 6 a 2 (N m �D56 \ 3 / - $� / 2$ ��r OO / / - II -) ZIII\\ li \. o I _ /'\. y N L \ 0 , ,, \ / / \ o, a U : I � \ °�� � � III __aLDsa ..-1 1 ' aw 1 ice.. A'14 ® �Q - N _ $0'g°Sg� / / $�-- o� �`\ � :I � •O ��°'//'�� 8LDs8-- LLB z�l n \O/ . . / N _ w .. /.. //P ..'O w,-�/ �� Q��.. // ".�c�0 \ \ 0 Li \ %i'�,/ i 15 \� —�\ O� — L O�L � a_ Ii�p. �Dc�// f. aLD58- �CJ� N(n,.' OW 6 r/ 0�.... �� �e / \ \ O W \ \ � . — — N: z • N f LL ION n 1 o r- ` 1' .1 a g / LL .lt� 3 wet • G`E' 1` / ✓ vi li \ \ \ / \ / $0 � / m 2 L l x "/, 2 . . . .. T t� . tx 0 vi LL : (n _ LLJ cn O vi 0 N Li- I �✓ p Q vi I I M o it /'`. \ `OPT. o5e o' \- - 9 ( y' I m vi 1i z \��\� .••'z o r c�io vNi \ ,& � \, / _ _ : w ao / .�......... wet/ �� e` Z °' \ \ ; -i / �_.........k.....N 6\, � i .J vi QLU Ow orn r.. -� �n 1 / O �\ \ / _ ...... Q.. . O \ / -- / o o�...... 2 _ c� v O \ \ �' I I � O N � o � •�� I'' I � I'� ��� ... . �..� \ 1 �'. 6i co iZ w \ I 1.� II Dc w Z. �Sa�a \ ,I o� $ o I rom cDQ cn z �k�ow - " 0'08 F �O j a' \ \96 - 05 \ \ \/ �1 ' /Z r -----�-{- - - - - 1 �1 Y w z (n II I m oc z a`as� t '' \� N E� o N D LJ N \ O U) W N O FJ / I II � 0) ~ ..I•'Ol 3 / e o / ---- � N II Q I o I� zI I f]f z ao :� 0'08 I— �� / / / o s,� ore ( / --J` I ; O / I Ow cwra•� I - �¢QQ c9 ^�11�7` �. y J 4 80.5... / \ \ f ! �, V / V l �. / I 0_ Z O D I I / w � w 2_J $ . ;' L / 0 : ' \ I I L / w \ \ 4 V� � / I esme-- _sale--� -asa7a -F� e a / esa�a--------------- 0'08------- % 4 5 P� �/ \ rn-* \ �,, // h L--��----.----- I J� r-------_0'08 ------- -----� 25' �o° 00�� i... - _. / \ >I 9'OlZ p� 0'08 T : �/ // \ \ I(N " 1= o �0 8'011 45.6 to I .. / ore \ \ Z . v) I I tn ..... °� �In N In r7 6 \ c� . ............. / g 46 \ (n 9 �1 I /// \\ \\ c� I «D � - - - - - Na°'o - - Sl'l0�` 1 - - - - f S1 _ _ 53_6gp0 /�.62.2 g0 _ 3 \ \ \." Ii I oM S,� lL'69l , ' 1 �b't�2 aIN� I1. R=2p0 242. -- I` \ ; - \� I 15 � � = L 0'S8---------- I l•' f �' Y1�VM301S 03SOd02id 2.$ • � BLDSa .I \ 0 /\ 6' • / 0 . \ � \.\ \ / �11N `b � 9Z t'L 1 0'oZ 0'08 ........... TO l I Q'001 0'08 0'S8 �'92 48.9 1--� -- p'S8 ----------�- 0 . v) -- --- — -1 °-------- � — ------ --- - 58 -- -- -- ���a ems . I qo,� \s vwi \ / �� p O l p Lp5 't 3 0 \sue M � a'9........ / oz ....i........ I I I I °� I I '. ~' I I/ `awl zo \ �M CI -- to _ ; ____�L �p� it�l ua.!L ......... . O Qj \ esa asa a- -asa e+ esa a as a-----asa�a �asa�a-- esa e� �— zw / . ` W O Q �0 M N (\I / I+� c0 CO w Z )' � 0 k Qi Q' I M Vf ..... �� / °N� L� \ U) II rt o I �� �...� N Q I U_ L.� m CO N w' I N N O) LL LL cv � L_ o I, I . 1 cn e. Qcn Q cn / vi.�i..... m vi vi m O m N vi Z w I w I m Z Z O \ O W (D (n O I N N v) m LO cn v1 vi 1: 000 O O IIkm In - W J \ 0_ Z / -.O O 00 O O o I Ln l I o O O v) O Q Q 1 vi %I O 00 0o H M ........... O O m co m 0 0 0 0 00 LO In 0) N 00 O ;:O 0 0_ W 1) -- O m O g� .Id 000 000 ''•I..• 10 If7 In :1 O O I Lo O O 00 OO o w I O I � In I O `In m I N 0 J I I co I U) II i O� 0 cn.o cn ao 0ZLf� _ o �� m I o N 0 ui Q _ / I� N ' . I ro �, II PO n O o J I r, M _ r7 - v; • ......�.....�..... . ntiLL 117.7---_ 7N �z............ II II II II �II� (n n IH II w O _ - cn (n r \ cn cn I o w z I 0 l •d-C •......... = R-00I� o.. �...............•' (n W oz (n �_ � Now a- =) I I o~ ow �z , a I; � I I � I 1 Q w= J •-IP /' I O z I I oc z Ld I : W z I I 0 I Q �Qf�Q // — I I ca 0 0 a a-o IoI oII 0 c� I — ----- '... .......... I I 1 I I I I _ `. ..' �i Lesaia — asa�e-I +--asmet ` %__ 02 �/i 0 I asa s --1a - -a a e e a a esa1s + _8SG70=---asa-7e = 1= esa�a- asa�a asa a 5 — I-- —------... ------ I------ °? t - N 3 W 3m� l 1 T l 3 0 2j 0 3 .0...d.:0 2J d-- I �, I. 5 J-N3W3Sb'3 ,U 3llfl pNb 3 b'NId2J0 � 43SQd02Jd-N J 3 S b �o g,2, �\ �� . ... ...:.. 0'08' 0'OO l 0' 0 l 0'08 0'S8 0'S8 0'S8 0'98 .... o_ .. � ........... -...........................................I.....................3DN33'NNIT'NIVH3 3DN3j NNII Nlb'H�................ - ., /y/,.'..................................::. Z I ......... 3DN33 NNI'1'NIVH�., .................. n Z ...........��..�/G8� a6a In rnd ..Z.... mw ........ . - ... .............. ................IL1Q.......................................... J-�.. N :.... ��.......................................... ... �� rn� 09 �� 00? ... �� .......................89 896.................mz ' .. X Zp .. . ... . a6s.......... 0 00.. oyt.... oq... 6.... ,io .... 896 .............. W 00Z I ... OW ....... . ss. . I.. ............. t68 '... •Q \ O rnz . 1 X I'J X= . Z68...................... Xd Xw o'er Y .......... W � ....................................................... 0 W .Q w... \ o LLI _ N O O ... ..� W= 1 1 W ¢ ' O ®W2 I J Q �J .. I 0] NHO IWi W ro ,\ I: J W N =______06H I I - I W N ,�y M=� \ N} O 1 �_______`_________,' f •i I \ - W w: I Of ¢ I \ I v m I '1' A I/\ I I I/ l / l \ / / 1 \ I" I I\ //\ / l 1. I% / A I_� I I/ I W r J 0 y w N C O O-- w Z I\ I I I I I I I I I I\/ I I Ji > I- \/ I I I I I\ 1\/ I\I --4 �_ -1 0In K ¢ O \ Z y 1 . 1 V\/ I -I- I\ J- \ J _-__------ \ J \ J \/ I I V 1/ \ J I 41 V 1 V- J 1 1 I. / = W I O '� O= Z 3 -O cD W U m \ Y - F-~ I w I I I I I N ¢ z 3 I a o¢ b0 HVNOH 8659 PPV 11 : : 1 i I O qj D_' •',` O?Y� DD 01 J O O 0 N m L 1 J M -' N O Z :SSBJ V ad H'dNOH O6S9 :ss 0 30 r 9 00------------- o O 0, I No J ¢ 0 ^I' - -- o Y = \ a O ¢ :Jaum 311HM ShcOH01N �8 AM :- I II ------ _ _ - - - - . I , z }----- o O o o z 00 0¢ z 0 0 �' o 3 N ,Y� \ 1 a3l�IW H 30f1b8 0 '`' w= r A ---,-"' ''o W� _--` I '+__ ter• I o x I I I z o I I¢ 0 I I¢ 0 I P) U N ♦/ 6Z00-Z£-ZZ-I£-6Z 'oN Nld 0£00 Z£ ZZ L£ 6Z 'o NWY 11 rymY I N¢�¢_ ` / NZU I �ii NOU II N~_ <�I Nam= OU(O 1,'/ N ¢� I N 0O I ¢Y I =�Y i I Q ¢Y I I W Y I W Y N J i\I O I 1 0 I -- p N m U O N O O N O N 0] O u, I N O O iii ♦ .1 W li [-,11 O 1 ,4Y _ -e C.I /♦ /\ -� �0 3= N S NO N O L m II I M¢O I - -- HN _ -1 NO-' J I I I ¢ 10_'= >- _V I - --J I I m= Z N N {- \ \ I /\ /\ -1 /n \ I 1 I ___ _ I I J i I , ___ - " J n �_Z H �,.- 1 YID`. 11 1 1> W II M m} I M N O < .e M U O [-� I Z c N I I I> a I i O I 1+7 ¢- ¢ O J / I \ ,A % I I \ J I.O i I . 1 'D 3 -0 / / I 11 11 I \ J _ Z - - I N J I I I 01 ¢ O I J IL,W I V H O 0_ c0 �' Ill 0- O¢ ' N W ; ' U m I i \ N i/i N Z O - _ _________ ' O .. m I I 1 O .. m Y m _ _ _ �`. ¢ ¢ rO 01 2 w c° 01 0 to > :._ % x ' \ rn co � N 1. N N / N 1. I I\ I I I/ 1 / 1 \ / /\ I r I I\ // 1r / 1 A I\ / A I 1 I I/ I m i - I m I\ I I I I I I I 1 I I\/ \ I I J > f♦ \/ I 11 I I I\ I \/ I\ I --1 f N O Z I ,1 NUS I I Z 3U II I i Z C-O Zci .. m \\`� \ \`� O� N O" 'N I 0 •• -IT > -=1 O •• I I V \/ I -I- I \J \J V \J \J ♦/ I I V \ \J I V I V -J 1 1 �/ --,_ - ' _ `. Z N i ,III Z N: Z N w. .. I Q: , / 'I Z W p '__________ MY¢ II j o_O¢ 1 I O¢ Z; _Z3 3 -0 Z3 w W. .i' i-\ I z3< . \ ' ,� `� c v � -0 c F- 3 11 I o_ O I \`� �-C--'a O ¢ _ I d O ¢ ,-- O.P-. o:. --- I� pD I - ---- __� _-I ---- i N¢ I I I t z I �' I \ y___ \ \ \ • m I I I ' \ O m I I I i �' I \`� - U W i \/ / Z (n - co W I `, r� z 8 / Z c-O II I I i i / \ - _____$ I. > I I Nlto In O II \ ' m> 3 I I / Q I 00 00 m - ' 'I 1\ opt OQ _ 4— I I 11 i I I 'I Q '� Z 4 (O In o f > \ 1 m I I I I i I m N m 100 co H C 11 'I . I'I II I i i I it i / 1 . � - -. I " N II I 0 00 00 > N 0 O I , \ - I I I `� I 'I I I i i 1 i i 1 W -- WU� �' 11 :' I I I I L_ i -- II - I 1�1 I �\ ' I ------- 11 pJZ � 6 Q Z 1 , 1 T T I ' �� 1i___ - , "I DOLL \ I� - IT I / I o —i— 11 ------- -- ' --- --- - 1 I I I I I I (D I ' �\ Ir i-, -- / r am %� I 111 i II i i ' � � I\ 1 i � ' "' ' 24"RCP 1 , r � � � I �\ / F - 'il '1, / 1 I I '1 I I ` I I I I 1/ , 1 1 (' ! 1 I 1 I i ' 30°RCP / I I, K I \` 1 1 t/ 1♦ I v �- I _ 11 11 II 1 1 i 1 I I I� >�� I � 1 I 1 1 \ -> I - \ I / 'I I I - I 1 I O _ — I . / 1 / i `----- ----------- I / I I i I i i 11 I I ' 11 ; I - I --- --- � � — --- —_ — — I , I /� ` �- ----- 1 1 \'----- •' --- _ qq N W W Z V) LU N �c z z > m �Z-, > o o Q 0 z O N N .( U) a- Do Q� cn O o '� n n E O E O o z Q z Q o J cn u � U 13 v , '>`' U U -1>`. U 3 3 _rj co , co � co � co � L" °'m���� o0)` Q o LC) I LC) � � � U U `- N n rF- O z a) L_ C 7D a) QC � � _ >0 >; o - 1_ cn > a) 0 >,c 3� s , L T c -0 -0 O �-0 ° _0 L- C c � � O O C)C)0 D_-J �a) Q L � a) , Q°;� a) 3: (n -(_0 `a- C) 0)O +, --- a) L- U 0' (n O O 3 a • L >' 13 i a) -0 D - a) L_ = L_ >, -° a) _°E°= >, r-) Ln N 6 Z O cn C a) U m W J J :2 O Q bi m N I O N § I co J W : , Q o 0 0 O >1 Co Q O -0 I Q -0 O (_ � O � O N L_ a) I J O ° rIqN a° N a_ O C)C - C) �_ (I C O p c C)a) LL_ � (n c ::5 C U C Q) C)C U � -O p � ui L(� N ui LLB O + N a) M U r-� � c L_ a) a) C:) = o J a) O U) 'j C C O O + U��Z F- O C C)O .co N C .w NN W � . 'C) �_ C J 0— C), O C O -: r (L) j- E +7 :2 -p U cn �i a) O + -p (n -,Q ND � O >, U C O O C O a) Q) c a) cn L_ - O + p N I� _ O � JCS C O >, -0 00 o C C °' Q).t-(p `� W U-0 0,O C QED OD U LL j 0 cn m� (On�� c Q W Q >,U+ Q) O Q O + c O ° � +' o O N c � Q, I a) Q.0 LWL ° O C N _ C - N -0Q O cn� C) cn E O- a) C -p U - -D-� a) c c- Q) C N N N OU N In . 0 , co Q C Cn LL C D E O cn O � O O •- ,� ss-0 >, CO `a - (n O -0 r O C N� c - I > N N 0 U I Ins• >1= 0 3 _ °� cn -0 O o �_ O O N C� C)�- o y (D N L- a) > cn -C � � o � � o � -�- I I a) IMME a) 0 _cn L_ O a) N > C CO >, cn > �-- O Q Z ° C C '� o c O -u .- o, O 4��L°E -0 >, C > Q Z° +� C _ a)-&o�_ O Q) N a) rl-) . O' W _ a) O C p 0 (n 11 I I LL W I I m I I 1 I- I- I m (n J U I I (n ~ LL. o v 0 F__ LJJ �- lY Q ft� Z LLJ > QJ I- ZL � � J z �w O :2 ^_ 00 3: LLJ Q-' 00 �- z Z Ld Q Q F__ > Z LLJ J o x = z O �-D . W �_ �- �-0 00 bd Q W Q cn 00 Z LWL Y 0 > Q�Z Q a Z 00�QQ Z m 0 O= O w U 0 > � Q MzJ� w W (n II mz0 LL_ I__ J Q - O-) W o Uoy w z J0)-0 0° :E LLJ J = = 00 40 U) R--- �� IID •� � co " V ~ m ) ♦^ � _ N � �I/ I ill 2 �I -0 � LA �` 4- Ln o U c11 11 IC a) %,� %O c , of > Z x •= � m1 a' O a_ L_ Ij^ j W) � co' o ccu o CU d � 11 Cu • U) C3 �f U)� %0 o � 4� ^ �� s 1*1- `oQumN0 i 1C � a. � q, � i cm U U W �' :) " �� VI �') 3 3 CL N Ln r — I Lu ------------ M / - cnLd O Ld CM m L ...........1....... _-' co lo a lo mo x m roll m x m x I ............ x ] o � N m N O ti88............. mpg/-- ... wt. n oo col cc cn � m^ 6 mo mom.' x I --- ' I GOmN .z a \ N m^ - 1 n lna..C' aa�xi � � x^ � - � rN ci"xw. mm m X mb / / rn m- xm� / / W m \• a x mQ m ^N ml[I mx 0 n r-:- m x m Omp X ,/ LIJ � Q .0 m m et M n ��2 O F '' • .... I f •.• mtO ---et ao°r------a0 m^ 00o 0 - m� 0� JI -- m ------------------------- --- -- M m O �O ft�z w w w w w O�Q w Df CD � (n w Q cn Of w w UJ w>o �Q wo D � w N O U D o> > : � > �� Q o=O ww ww m N �_ 0_ 0 0_ > > Z U W LLJ N of o W ft� G_ 0 W ft� G_ = 0 H cn 0 z LLLJ N 0_ Ld ~ Ld 0_ 0 I J Q0Z Q 0_ U) (n LLJw ~ w w W O N ~O ~O 0 J 0_0 �w N w> zp0 O> w cf)> w pO w o W W W W W ~ DO L.I.J _ > > U=� Ow 0w wmw Of Ofo- Dom C 0- = z Q 0 W O 0 0_ � CD N Q:� LLJ 0- O Q LLLJ N C1 LLJ W > N W L j 10 z Z 0 W z �0w � w �N �� p wOf z UQ =� w LLJ> Q Ow O m Jz O m CD LI.JLLJ D0cf) 0 w w-1 00 oQ �� UZ o w J Q 0 O W � O G_ ZaoD wQ w w Of zw Q U Q J � QU 0� LCJ 0 W �o >ZN Z Zw Li.I o Qcl:� w(n— z zw O 7 O o m ro3 ro3 row mw i 1 1 1\ 1 \ ` \ m a� EI i �w �3 2. I O O II 0 II II 0 II 0 II r II z Z LiJ w w w w II w w U U Q Q Q Q Q w --- w J a- J a- J a- J 0- J a - \'I LLJ w w w w LLJ w w ;I N N I I 0 ` 1 .I rnCID 1` 0') O O O �O N r- M w w I 0 II LL J LU,.J 0 II Q Q D m Q N Of a_ Of Q a_N � LJ m II W II - co J N LJ U II LJ- U II --C-4 co J > g __----'---------- \19 - - - zO LLJ~ NOQN JCN O � c Q ZZ2 00 O LC 0 J LLJ H0_G_ 8 x > o o > >LLJ o > cn zo >L>>woo Cf) LJ w 0U ,----' N: W Qw (n Off Qw 0� I w N Of W J~ Q w J Q o w I w Of Of Of - 1' -- WWQ DQ W Of QW LPL � W Q� J i dWd 0- m�� Q O w Q� w= w w� �0E-0 ZQ� ZQ�0�00 - Q I I x m^x ;W w xe G8 \ NT I ,.. 1 m \l9 --------------- g8- — LLJ To: c 30 341!xr4A Im 0 u, / o a U o N C � c Q > O w y z W LLJ —i c Q Q (n U Z U W Q O00co U U) Q O) cn O �� z Q Z - U � m 09 O W � N;7 mw row m� lam _ #aM}a M W N ------------------- �___ 1 m N O �„;7 Inl m3 row`: .' m3 ro3 n~ row row mw m m Ni I N� I �w �i h� �w `a `'1 W 1 mw 0 w O � � Q w �W C)� p N �� 0 Z V W U �0 - c O z W z �� >(Do >,C Q O ~ =3 > C canCID LLJ O o\ D `�� 0 NMI : J W W w LLJ Co Z O U z J J CO p D� o O < + > >, �� (LLJ o N IMEQ CD V) W- Z O Q 0 i a_ W W -(n Q�� p C m cc O W oo� U U J OZ M L co co U 0 O N IJ W Z Q Q U Z U Z Q O Z a� > U W cn 0 0 I CO O W W Q) 0- 0 J WW J O Q � cn � (n L_LJ L� LLJ L,J aJ Q) -u — W z Q) I L> Q p W W O Z W W W - O E p + W 0 In w cn L�LJ cn Cl) w cn z � o �- m CD Q 0 z N O LLJ O :3 O C U U 4j m � U z �Q� �-Q I- O LJ O O O o O Z W Z W Z Z Z Z 0 W W W W W W W W Q CO W TQ O O L p N N N rn J p °Q) Q C IN O� (D C C) N 0 C f l z O o ( W cn U + C) Q)C N _ (n Lc) � C CON Q . Q) U C O N 0 Q LO L L- N O - - c C J rn(n >� O p J -;d- o O� W ONJ O W N O 8 U I ' J (n p p O� p� 00 p W 00 Q - i - - I -_ -0 -0 N --, (n -- Z L1J . I N �_ >, U O O N p cn O p 1 (n J C� p C C N W O -----' / - 1_ Li 0>, C O 0 U O 0 E ~ O O :' aM \ I __ I i U •_ p L >, Q) W > j C E N Q O Q)O Q Qi Q C U Q W O p L II T_ 1_ �N 0 N = '� L NI O O p Q V) 0 U (n C)}aM O) C C L O N � 7 +l N� D N U) (-.� U p p �Co Q V L� I I co --- ----- -' 'I 1 1' L j �.l '� / � p C �,- -0 >, p U I I cn co O V) C 0 L O O) p C p v I CODL N N> V) O N O) / 'I (D CO pV) ' ----- i/ EEE Q Z O C C C �� p �0----------------"- O —� >. _0 p Q L - aJ O Q > %------------------' Z t C - O� p +� O O C N _ OJ O ' O L O) O C O C) wet 1 (n W LL- W M InJU v }�M ----- ---- � }aM I i co I 1 I I II 3 �' U) � rn co 0 V � W Z W _I o 1 cn O O I I 1 / --- Z W > 0 0 Q o LLI we C- 3 Z >- U N / I = L d W °' L LL � F Z PIM Z + O 0 Q CD LLJ J 0 O x � D cn '-----_- U Q O U 868 -- 00CD- I j Q W S C)0> N Q U)W v Z 2y QLLJ Z Q Q U ----- _- a Z 0 - Q Q O o U W C W - - — --- _ LLJ ---- - — \ O U V _ - - \\ et \ / gar 1' I m Z = W Q \ i N Q Cn CD \\ : — 1 — c Q� W L ............... i . Z 0 we �. W e __ z o — .♦ / I W W tiIME s I L vi - .. ............................. r \ / M / �a I + ~ I w • x� ' w O x n .. \ wo . \ \O mlrna Nw 00 2 io O NMIX^'' n N \ N NW H` OwiN Ooim ^m .. wa x x \ m m^ m' gym^ w O `\, v O q X N ' • • Nw \ ..... .. m m^ U 1 U . "' " ... OOD...... xa N ��' Z Z N Mw m�ok ^ m ...... '..�6 rn Y 6 ZC7\ HD •pti aw w v�i `� `\ a N o n .... �z. rn� N FQ (Aw a oa oz \\ V ^ ('7 W 8 - Q �� o n m Om 6 rnm NQ\ W.O] I� O O \\ V `% I� I • m ow,r� o>r C9 �z X` rn� \ ` V W � m^ X^ OR x^ v w^,i x ro= 11c7 d� V i o x I� w� .'� ri xXom X� ON O+� U N o� wlO i c''wo ENCE X ...... X OOD FENCE mm"`"� �N `\ N O O '-t o- N .. mt, w - - ----- ------------------- Xw ®-- ---- �� cOw----- t� W O M • m n:' m w AR n w2 Ih o= o� rL 1- ZA O ON �x w�. .�^ : IA m� (n r� OV1 �1" "D X X Na OXX n0 XO�iO .�0............' OX w0 N OY ...mow CU Q ... N^ llb��l �^ x w mZ �': o \ CD 9ok.. g m m w x A, o N O �,—� o alN3 XNm�Xm wc� .....a �� ��Lo U P= E Lo x m ________ ______ N w^ om ^ X� Xf wm ` �" MHO �� ro II •� x • W DowW V = �Z O m w� •�75 X vnn�als a�sodoad m�X MHO z J LL cc •— ♦ NO1m� 'gin \\ Q OJ CD O-j Z.wm�a rnrogw • a,ronN •� t YONVHN3A0 f0 C. ox .x 0 Ld w.. ro ox :V O U Al Op d.� 03 OD W� • \� Jlie V o Wx � j� L V \ A, O ao v o � z..................... I *40 Q m� \ W x _� X^ IEEE - � — ... I �____X X N I - / O a " I . rn Cm rnm V /V t.� O 1 I im xo ZZ� \ e cc W L N N I wN Wm Wm i % c 000 m m I CO \ N �^ �'IM N \\ \- r v U �~ �g ...m'" �C-4x I \ xm� z...... •••3ON3d DOOM --- �' COD WX^ O "" 30N3d NNII NIVHO 30N3J NNII NIVHO 30N3d NNII NIVHO 30N3d 00 M 30N3d DOOM 3 DOOM N3j Rrr--WfH2-- - --_ - ':..................................................."""'""'"30N33'NNITNI`dH0 30N3,�.NNI1.NIaHO....... ...30N39-ANTI NIVHO X x '--' 3 N3 3O A x 006 _ ............................... N 894......................... X 0 ...............® x W I ssa..... I ------- �15 ' 3 3 w=--------------------------- 3 .r CL N Co r W cz NMI blu W W W W O U � g W Z (n 0 Ow Z W W Q U � C N (n � o � m W O W � o �Q:� o J Q O W (n Z Q W (D W— O p W W pW m0 U J O Z m W Z J (.D O O Z Z U Z _ _ W J � � W LLJ OQ � cn W W m> az X X m m W O Z W LLJ W :2 :5 W LLJ W W W W U W W �— Q F OW OJ O O O O ZW Zm z z z z Wm WW W W W W 0 W W' C� 0 0 W I I : � / / 1 i I i 1 I i N m x � p O 0 N i 2 N O Q) 0 0 0 o � N (o CO Q Q OOo ��N Q p 0 �� I J O C N 0-0- ^ Z W O O 0 W co Co Q Z .. O 00 00 (D aiL)U >C)0z 0 W N = Q > Z Q 0 0 U U J Q Lo of J N O > 0 U I- O L ~ WZWZ (nU) 0 O OJ -Z W O O N� W CON pa- O U O O W 0- �(n W J (n 0 0 � — 00 W 0 +� O N .. U= L N W C) Q) N N C F Q �/ Q N (n N +/ O 0 N U) N Z p� LL � 0 oc 4L O N N E _ Q� W o Z (n "dW C, QUo Q)J LE L 0-0-0L O J W = Z 00 (L) D o o �g00 0 > a� � Z p �JQO Q LLJ a� cpj (noQ c �'L00W cni� W 0 v vC= w �rN= LLJ E O�Q)N O° N 0 0 12 ofO=O W J�1 -CO �O ON N 00 (nQ 0� N(n 0 3 O 0 0 0 1 G �� _0(D �. Q (n L N W O T�0O C,o(o L O /�� Ne�� O ca a)>(n� oar L W -0 O 0 u)-o ON 0> O L CO wet IME QZ 0 U) � 00 >,�O CD- > —N N 0 O+ +� p (Un O N L 0 N Z N .— 0 0 L o L— O U Lt7 / m ma- LLLLmF--Comcn �� a x� 00 W OON n �^ / aoa x ' oo1M ax M ................. x 0 ,� .___-------'� �'' wet x wet— IN �e gg7 �e .................................................................. ........................... =il O �b z L C c L L C � I CO I � I I . 1 hP � l_ ................ W O Z a O m W 040 N W W N W W V) N + c c E N L E U N Q O � 0 Q 0 L O Q) L >1-0 Q) Q) NJ- Q 0 z NCL"� 0 o U Z (n OD Q U U co m m U Lij z L N L � Ln QO N O �0 _ L 0 O Z > N p T C Q) C (n W L T � (n�°(nO � U � J W LLJ �U-+ o°C) O 0-•—J4, J J Q0 �Q � ^' O Q) Q) W cn Q) 3rcoO,o O N U+ U co �L (� (n O O N Q.L >, p W -C L �� Q —0Eo o 0 ax n rn2 x^ rn O 0 o� y r �T x o N i r Q ONM ooN x, T�}W U ` 1 i N � � cv V) W M LC) .-. x z � L w �1 %Z m Dow• 3 '•' ... `y. X ... CD •� :Y 'I i `\ w o ' ' \\ tJ W II � ` Q ccu u ............ co r a` ���► ....... N \ UU Q)Co Cu t i .goo•' •••......N �' \\ a o� yi M lie co XW M ...N •—%0 ........... ............. ^ N d X x O \ 1.1■1 3 f o ro x �N `/ Ol N Nj 7 xtp Xyn., \ ap N / . ' �CD N p10 UO r x% x X mi. min \\ .�g� x ... I ...... .. ................... .... 3�N3� NNI? NIVH� ........... 3�N3� NNI'1 NIVHa 3�N3j NNI� NIVH�... aw 1 •ro I ........ e . .. ... .. I rnm x m 1 ....:::: N .. 868 x 1p o o.j..... ..Z06.. x ........................................................................... x .........mz.. � .... awz roa � 894 96 � ....................................................... g ........ sss r.. , Lim: .. Z � 89 Xa.... � ............... sss....................1.... _ ............ — � u l I Nt .. J.. S 1 ..�.r............ Ly 32� ti68 �... 3 wN o d3n`dS 3�....0... .............Z68............... a..... W W �, -----_ ........................�o I.................................. N _ Q f _ W. x xa X= W O O_ I ® W - O J 3 W N-'X W� O W W W _------------' }� N X W= �_ 1�1 � r t/i O to u� W (,�� V z �•— CV �N Jim= Co o w as v E 1.1■1 Ix u� J y Q u ca :e iz O_ Of 'D o9pur OW� (3� co11 ^W w U m O H 0 ._ Z > Z 1.1■1 •- �_ v0 x x x x x x x x x x x x x x x x x x xx xxx x x x x x x x x x x x x x x x x x x x x xx x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z ~� � Wu U p �. � w Y Oai c-I rl ci a -I c-I ci c-I ci ci c-I c-I In .--I c-I rl c-I c-I rl c-I N .--I c-I rl N N .--I ci ci rl ci rl .--I c-I rl ci ci rl cy c-I rl cy rl .--I c-I rl cy c-I rl c-I ci rl ci rl .--I c-I rl cy c-I M c-I rl .--I c-I rl .--I c-I rl c-I c-I rl ci M .--I ci rl .--I c-I M N M c-I rl cy rl .--I N c-I c-I ci c-I ci ci c-I N c-I c-I ci In c-I c-I rl cy c-I N N .--I rl N .--I N c-I rl cy rl .--I N c-I rl cy rl cy c-I rl cy rl .--I c-I rl .--I c-I rl cy c-I N .--I N N c-I M c-I N c-I rl N c-I c-I c-I m \ L m # N 0 V v� a U Q U l0 M M M M M M lD M M � � tD N M tD l0 M � M � � M � l0 <0 LD 1fl LD Vl 1fl Vl 1fl 1fl Vl 1fl � M 1fl Vl Vl 111 Vl �fl �fl lD �fl lD Vl �fl tD tD 111 Vl 111 111 tD 111 Vl tD 111 Vl M 111 tD 111 l0 Vl 111 Vl Vl 111 Vl 111 111 Vl 111 111 Vl l0 Vl Vl M M � V Vl 111 Vl Vl �fl Vl M to Vl �fl 1fl Vl 111 Vl Vl 111 Vl 111 l0 LD 111 111 tD 111 Vl Vl �fl lD M �fl Vl �fl 1fl Vl M Vl Vl 111 Vl 111 111 Vl V Vl M M � M M � M M M M M M M M M M M M M M 111 M M M M 111 1fl Vl 1fl 1fl Vl 111 Vl Vl 111 M 111 M M M M � � � M 111 M M M M M M M � � M � � � � �!1 111 M M M � m NMI 0 W 0 a m L } M m.`�-� tD m I� N `�° iM-I N N iO-I w I� Wn ^•� w w I� ID w 1� n w w w w m m im-I m w im-I w tD m w w rl ti n n w w N m tD I� w w w Il m m tD tD tD w w Il tD n w 1, n n tD n ti- ti m m M- w n tD tD Il m O0 n n tD tD n tD n n n tD M- ti tD n n n ti o o tD O-D n co 00 00 n n m w m 1, n m W- 00 ti tD m m � n O0- n m ti n O0- O0 tD m w tD n- O O O ti O- w w m w ti m 1� ti w N n tD O- W n `- - .N- ..-I- ^ m- O^- O O-- O Z O z n O z a) ko all v N •u H w w w w w wLn w w w w N w w N N w w w w w w w Q Q Q Q Q Q Q Q Q Q U Q Q w Q Q w Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q w Q Q w Q Q Q U w U Q Q Q Q Q Q Q Q Q w Q Q Q Q Q O Q Q Q Q Q Q Q m Q Q Q Q Q Q Q Q Q Q O O Q Q m Q Q Q Q O U Q w Q Q Q Q w w Q Q Q Q Q w w w w w w w O w w w w w w w w w w w w w w w w w w w w w a w w a w a a w w w w w w w w w Q w 0 0 0 w w w w w w w w w w U U w w w H w w L1J F o. U cn m cn cn cn m U U C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 m C7 C7 '^ C7 C7 '^ C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 m C7 C7 m C7 C7 C7 m m m C7 C7 C7 C7 C7 C7 C7 C7 C7 m C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 U C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 = C7 C7 C7 C7 m C7 m C7 C7 U C7 '^ '^ C7 U C7 C7 C1 m v) m cn to to m to � to to � to to to � to to cr � cc cr � cc � cc cc � m c to � to to Co C7 CO � = � CO v) CO m m Co Co Co Co Co Co CO CO � to U m CO �Qi j >=M z N z LJ A m o moo a) N M O m w 00 tD 111 oo M N .-I O m w I, tD 111 N V tD N n N O m w M 0o N 111 w M N O m w 1n tD 111 V M N Ln O m w I� D Il M N O m w m t0 m m M m .-I O m w I4 tD N r4 M N (N O m w I, D n M N O g m 00 I) tD 1n V M N 0) O m tD 1n 00 M N 00 O m w I, tD 1n V M N r, O m w ID tD w V M N tD O m w I) tD 1n V M N Ln O m w <D m M N c O m w m m m V M N m O m w D n M N O m w I� <D V V M N c O m w I, tD C) V M Lyf i N m m m m m m m w 00 w w w w w w w w Il n n n n n n m m m Il n lD <D lD lD <D lD <D n <D <D Vl Vl Vl Vl Vl Vl Vl Vl Vl Vl V V V V a V M M M M M M M M M M N N N N N N N N N N c-I a -I ci a -I a -I ci a -I ci ci a -I m w I� LD to V M N c-I m m m m m m m m m m w w w w w w w w I4 n n n n n n n n n tD tD tD tD tD tD tD tD tD tD 111 114 111 111 Ill l!1 l!1 111 l!1 111 V V V V V M M M M M M M M M M N N N N N N N N N N .--I c-I r-I r-I c-I r•I ei e-I r-I e-I O O O O O O O � F N e•I '-I e•I e•I '-I e•I e•I '-I e•I '-I '•I e•I '-I e•I e•I '-I e•I e•I '-I e•I '-I '•I e•I '-I e•I e•I '-I e•I '-I '•I e•I '-I '•I e•I '-I e•I e•I '-I e•I '-I '•I c-I r-I e•I rl '-I c-I c-I r-I c-I r-I r-I c-I r-I c-I c-I r-I c-I c-I '-I e•I '-I '•I c-I r-I c-I a -I c-I a-1 c-I c-I a-1 c-I c-I ati .--I a -I a -I r-I a -I r-I r-I a -I r-I c•I c-I r-I e•I e•I '-I e•I '-I '•I ei '•I � LL CL N co Ln r STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANTS: OWNERS: REVIEW SCHEDULE: PLANNING & ZONING BOARD AGENDA ITEM 5B Kendra Lindahl, Landform July 13, 2016 PUBLIC HEARING CONTINUED: Clearwater Creek Business Park -United Properties Distribution Facility Rezoning and PUD Development Stage Plan/Preliminary Plat RZ2016-002, PD2016-003 and PP2016-004 United Properties Distribution 3600 American Blvd W #750 Bloomington, MN 55401 Rehbein Properties Complete Application Date: May 16, 2016 Environmental Board Meeting: June 29, 2016 EDAC Meeting: June 2, 2016 Park Board Meeting: N/A P & Z Board Meeting: June 8, 2016 and July 13, 2016 City Council Work Session August 1, 2016 City Council Meeting: August 8, 2016 60-Day Review Date: July 15, 2016 60-Day Extension: September 13, 2016 BACKGROUND The applicant has submitted a land use application for a Rezoning to Planned Unit Development (PUD) and PUD Development Stage/Preliminary Plat review. The proposed development is for Clearwater Creek Business Park located in the northeast quadrant of Cedar Street and 21st Avenue. I-35E is the eastern border of the site. The 56.45 acre site is bisected by Judicial Ditch No. 3 (Clearwater Creek), which separates the northern third of the site from the remainder. The applicant is proposing to create 1 lot and 2 outlots. Lot 1 would be developed with a 402,552 square foot distribution center and the outlots would be available for future development. The Land Use Applications are: • Rezone property from Light Industrial (LI) to Planned Unit Development (PUD) for Lot 1, Block 1 • PUD Development Stage Plan/Preliminary Plat ANALYSIS The Planning & Zoning staff report dated June 8, 2016 outlined the key issues related to the project. The Planning & Zoning Board opened the public hearing. Other than the applicant, there was no one present to speak on this item. Staff noted a number of outstanding issues that needed to be addressed. The Board moved to continue the public hearing. Following the Planning & Zoning Board meeting, the applicant revised the plans to address many of the outstanding issues. Transportation Goals of the Transportation Plan include providing connectivity, improving traffic flow, ensuring safety and street maintenance and coordinating transportation systems with adjacent jurisdictions. The site was included in the I-35E Corridor AUAR, which included a number of planned improvements as development occurs. The plans show an extension of 21St Avenue south to Cedar Street. The applicant is proposing that 2 1 " Avenue be extended to serve the site, but that the connection to Cedar Street not be made until Cedar is improved at a future date. The plans show dedication of 40 feet of right-of- way (ROW) for 2 1 " Avenue and 40 feet of right-of-way for Cedar Street as required. The applicant has indicated that they wish to construct 2 1 " Avenue to the north side of Outlot B as part of this project. The applicant will be responsible for obtaining the full 80 feet of right-of- way and any necessary easements. A 40-foot'/2 right-of-way will be required to be platted with this project and the applicant must obtain a 40-foot easement for streets, drainage and utilities on the Centerville side of the street. The street project will include a crossing over JD3, wetland impacts and floodplain impacts. The applicant will be responsible for obtaining these permits. The City Engineer's memo notes that additional information is required to facilitate these permits. The site plan shows two new accesses for Lot 1. The southern access straddles the lot line between Lot 1 and Outlot B. An access easement agreement between the affected properties must be provide to allow this shared access. The applicant should provide turning radius exhibits to show that the vehicles can maneuver through the site to the docks and to the storage areas. Staff finds that the single access via 2 1 " Avenue would be adequate for the development of Lot 1 and a secondary access is not required. 2 The applicant provided a traffic study dated June 27, 2016, which indicates that: • When fully occupied, the proposed development is expected to generate approximately 1,575 daily trips including approximately 145 trips during the weekday a.m. peak hour and 150 trips during the weekday p.m. peak hour. • With the forecast 2018 traffic volumes including the traffic generated by the proposed development, the study intersections are expected to operate acceptably during the peak periods. • No improvement to the study intersections are needed due to this development. • Improvements from the AUAR for the area should continue to be planned for, but are not needed with this development. The City Engineer memo notes a number of traffic concerns that must be addressed by the applicant prior to approval.. Floodplain A portion of the site (primarily adjacent to JD3) is in the FEMA floodplain. Section 1103 of the City Code provides standards for development in the floodplain. While it does not appear that development of Lot 1 will impact the floodplain, the required improvements to 21 st Avenue will have flood impacts that will require mitigation. The applicant must provide more information, including a Letter of Map Revision and an exhibit showing no net fill, for review and approval. Wetlands There are number of wetlands delineated on site and in the area where the 2 1 " Avenue improvements are planned. It appears that there are wetland impacts from the street project and the development on Lot 1. The Rice Creek Watershed District (RCWD) is the LGU for the Wetland Conservation Act. At the May 3 1 " meeting with the city and RCWD, the applicant indicated submitted a watershed application on June 61h for a tentative July 27th RCWD board review. Sanitary Sewer and Water Municipal water is available in 21St Avenue and will be extended to the site. Sanitary sewer will be extended north to Commerce Drive and connect to the existing gravity system near the lift station. This infrastructure must be coordinated with the planned construction of 2Is' Avenue. The City Engineer's memo included detailed comments and requirements. Zoning The property north of JD 3 is zoned General Business, the property south of JD 3 is zoned Light Industrial and Lot 1 will be rezoned to PUD-Planned Unit Development. The PUD development process implements the goals and policies of the comprehensive plan by promoting a desirable 3 and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. The PUD on Lot 1 would generally comply with the underlying LI zoning standards: LI standards GB standards Proposed Lot 1 * * Min. Lot Size 1 acre 20,000 sq. ft. 27.85 acres Min. Lot Width 100 feet 100 feet 2,647 feet Setbacks 50 feet from 40 feet from Front — building collector/Arterial collector/Arterial 83 feet 30 feet from local street 30 feet from local street Front — parking 15 feet 15 feet 15 feet Rear — building 15 feet 30 feet N/A Rear — parking 5 feet 10 feet N/A Side — building 10 feet 10 feet 210 feet on south Side —parking 5 feet 10 feet 5 feet on south From property guided 75 feet 35 feet 650+ feet residential 40 feet on side/rear lot Not Provided. Required Landscape Buffer abutting ROW or N/A on North, West and residential /commercial East of Lot 1. guided property Max. building 45 feet* 45 feet 36 height Max. impervious 75% 75% 64.8% *except as allowed by § 1007.043 **Lot 1 setbacks are based on the site plan received June 17, 2016. If the ROW increases, the setbacks will be affected. Outside Storage The proposed warehouse distribution center is a permitted use in the LI district. As part of this request, the distribution center is showing outside storage of trailers. The trailers would park at the loading docks and the plans also show longer term parking/storage areas for trailers on site. Open and outdoor storage (not outdoor sales lots) are allowed only if they meet the following standards: 1. The designated storage area shall comply with all building setback requirements for the district. Outside storage is prohibited between the principal structure and any public right-of-way. The site complies. M 2. The storage area is landscaped and screened from view of adjacent uses and public rights -of -way via a fence and greenbelt planting strip, in accordance with §1007.043 (17)()9 of this Ordinance. The plans show a 6-foot high galvanized chain link security fence with gates. The fence does not provide any of the required screening, but is supplemented with landscaping to screen these areas. 3. The entire storage area is fenced and secured in an appropriate manner. The site complies. 4. The storage area is blacktopped or concrete surfaced, unless an alternative wear - resistant material is determined by the City Engineer to be suitable to control dust and drainage and is specifically approved by the City Council. The storage area on the south side of the building and the future storage area on the north are planned as bituminous pavement with curb and gutter. The dock area shall be concrete. Final curb details must be submitted for review and approval by the City Engineer. 5. The storage area does not take up parking space or loading space as required for conformity to this Ordinance and is not located in the front yard. The storage area does not take up parking or loading space. 6. The property shall not abut I-35W or I-35E. The property does abut I-35E and the PUD is requested to allow flexibility from this requirement. 7. The ratio of storage area to building footprint shall not exceed 2.5:1. The site complies. 8. All parking, loading and truck staging activities shall occur on site. On -street parking and loading associated with the use is prohibited. The site complies. 9. Storage shall not include material considered hazardous under Federal or State Environmental Law. Additional information should be provided by the applicant to confirm this, but it is staff s understanding that the storage is area of for empty trailers waiting to be loaded. 5 General Design and Construction Standards Architecture Section 1007.043 provides architectural standards for commercial and industrial buildings. Specifically: 1. All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to §1007. 043 (2) of this Ordinance. The submittal shows an 8' x 10' guard house, but the structure is not shown on the site plan and no information about the exterior finish details are provided. The site plan must show the location of the guard house to ensure setbacks would be met and material details must be provided to ensure harmonious finish treatment. 2. Exterior wall surfaces may be a combination of materials including brick, stucco, EFIS (exterior finish insulation system), textured, colored or decoratively finished pre -cast or poured -in -place concrete panel, textured concrete masonry units, natural stone, manufactured stone, transparent, tinted or low -reflective glass, or decorative metal cladding. The building complies with this standard. 3. Stucco or EFIS shall constitute no more than thirty (30) percent of the primary, front building elevation, and no more than sixty (60) percent of any side or rear building elevation. Stucco or EFIS shall not extend closer than three (3) feet to the ground plane. The building is precast concrete panels. No EFIS or stucco is proposed. 4. Decorative metal cladding refers to decorative, metal cladding systems such as copper, zinc, titanium, stainless steel and painted steel components fixed to the outside of the primary wall system. Complete or partial buildings comprised of structural metal wall panel systems that act as the primary wall system, or as a complete wall system such as pole barns or similar structures common to agricultural or industrial storage uses are prohibited. N/A S. Buildings shall have a well-defined base, middle and top. The base should appear visually distinct from the middle and top part (cornice) of the building through the use of a change in building materials, color, window shape or size, an intermediate cornice line, sign band, an awning, or similar techniques. The plans generally show compliance, but material samples must be provided. 2 6. Earth tone colors of exterior materials shall be required. "Earth tone colors " shall be defined as any various soft colors like those found in nature in soil, vegetation, etc. Such colors are limited to various shades or tints of brown, black, gray, tan, beige, brick red, soft green, soft blue, or white. The plans show gray, gold and white elevations, which complies with ordinance standards. 7. Ten (10) percent of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. The proposed gold accent meets this requirement. 8. All mechanical equipment, such as air handling units located anywhere on the property, including rooftop equipment, shall be screened from view from adjacent streets, public rights of way, and adjacent properties. The revised plans show rooftop mechanical equipment, which will be screened from view. Final details must be provided with the final plans to ensure compliance. 9. Where a site abuts a residential property, the location of air handling and other equipment must take into account the potential for noise and other impacts on the residential property. While Lot 1 is not adjacent to residential property, there is no other building to provide a transitions or buffers until Outlot B is developed. The developer's plans show most mechanical equipment on the roof where it will be screened from view by parapets; however, the generator and transformer are located on the south side of the building at ground level. The proposed landscaping on site and the future building on Outlot B will screen the equipment from the residential properties south of Cedar. Trash/Recycling The plans show trash/recycling areas on the south side of the building. The trash enclosure is shown as a 6-foot high wood composite fence. The ordinance requires all refuse, recyclable materials, and necessary handling equipment including but not limited to garbage cans, recycling bins and dumpsters shall be stored within the principal structure, within an accessory building, or totally screened from eye level view from all neighboring uses and the public right-of-way. Exterior storage of refuse and recyclable material shall require the following: 1. Exterior wall or fence treatment shall be similar and/or complement the principal building. 7 Staff finds that the wood composite fencing does not comply with the intent of this condition. While no material samples were provided, wood composite materials are not similar to the concrete panels used in the building. The location of the trash is near the front of the storage area. Staff recommends that the plans and elevations be revised to provide a wall on the east and west side of the enclosure with a wood composite fence/gate on the south. 2. The enclosed trash and/or recycling receptacle area shall be located in the rear or side yard and shall observe all applicable setback requirements and easements. Complies. 3. The trash and/or recycling enclosure must be in an accessible location for pickup hauling vehicles. Complies. 4. The trash and/or recycling receptacles must be fully screened from view of adjacent properties and the public right-of-way by a fence or wall of at least six (6) feet in height and a minimum opaqueness of eighty (80) percent. Complies. Parking The Code requires 201 stalls for this 402,552 square foot building. The plans show 248 parking stalls plus 134 proof of parking stalls (120 near 21st Avenue and 24 adjacent to I-35E). The parking stall meet or exceed the ordinance dimensional requirement for stalls, which require a minimum of 9' x 18' with a 24' wide drive aisle. The parking areas are screened as required by ordinance. Lighting The Zoning Code regulates outdoor lighting. The photometric plan must be updated and submitted to the City to ensure compliance with the ordinance standards: 1. Any lighting used to illuminate a structure, an off-street parking area, or other area shall be arranged so as to deflect light away from any adjoining residential property or from any public right-of-way. All lighting shall be installed in accordance with the following provisions: a. The luminaire shall contain a cutoff which directs and cuts off the light at an angle of ninety (90) degrees or less. b. Light sources shall not be permitted so as to light adjacent property in excess of the maximum intensity defined in § 1007.043 (6)(d) of this Ordinance. c. Architectural/historical light fixtures that feature globes that are not shielded, or lighting of entire facades or architectural features of a building may be approved by the City Council. In no case shall the light affect adjacent property in excess of the maximum intensity defined in § 1007.043 (6)(d) of this Ordinance. d. The maximum height of the fixture and pole above the ground grade permitted for light sources is thirty (30) feet. A light source mounted on a building shall not exceed the height of the building. In no case shall the height of a light source mounted on a pole or on a building exceed the height limits of the zoning district in which the use is located, unless allowed by conditional use permit. e. The light source of an outdoor light fixture shall be set back a minimum of ten (10) feet from a street right-of-way and five (5) feet from an interior side or rear lot line. f. No light source shall be located on the roof unless said light enhances the architectural features of the building and is approved by administrative permit. g. The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one (1) hour after closing, except for approved security lighting. h. All illuminated on -premise signs for advertising purposes shall be turned off between 12:00 AM and sunrise except that said signs may be illuminated while the business facility on the premise is open for service. i. Direct or reflected glare from high temperature processes such as combustion or welding shall not be visible from any adjoining property. The applicant did provide a photometric plan, but did not provide fixture details for the proposed lighting. While the plan generally appears to be in compliance with ordinance standards, fixture details must be provided. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the district standards for the LI and GB districts as noted above. As noted above, the applicant is required to obtain the full right-of-way or easement for 21 st Avenue. 9 Blocks and Lots The plan shows 1 lot and 2 outlots. Lot 1 is the 27.85 acres located south of JD 3 and is planned as a 402,552 distribution center. Outlot A is 15.66 acres and is located north of JD 3. Outlot B is 9.82 acres and is directly north of Cedar Street. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements shall also be dedicated for wetlands and 10 feet above the high water level over stormwater drainage ponds. Drainage and utility easements are also shown as being dedicated over JD 3. As part of the AUAR, a greenway corridor is planned through this property. A 50-foot conservation easement is shown on Outlot A measured from the centerline of the ditch. In order to comply with the intent of the AUAR, the easement shall be measured from the top of the bank. The plans shall be revised accordingly. The buffer along the creek shown on Lot 1 ranges from 20 feet to 150 feet in width and should be a conservation easement. The buffer should be modified to include all of the area between the creek, ponds and parking area. The future access road and parking area in the northeast corner of the site will need to be modified to comply with these buffer requirements. Mitigation will be allowed in this conservation easement area. A future trail is shown within the 21s' Avenue right-of-way and will be constructed at a later date. An Xcel easement extends across the southern portion of Outlot B. Storm Water Management and Erosion and Sediment Control The plans show a new stormwater pond in the northwest corner site draining into JD 3. The City Engineer's memo has several comments regarding this plan that must be addressed. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. The City Engineers memo has several comments that must be addressed. Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. There limited trees on site, and it appears that many of those could be preserved. The applicant should provide a detailed tree preservation plan to ensure compliance with the ordinance. 10 The Environmental Coordinator will review the Tree Preservation Plan and make suggestions for removal of hazardous or unhealthy trees. Landscaping The proposed landscape plan meets the minimum number of trees and shrubs required by ordinance. Where screening is required, the code suggests that a combination of landscaping and berms be used to provide screening. The PUD flexibility is requested to allow outside storage adjacent to I-35E and the asked the applicant to provide more comprehensive screening plan to screen the outside storage from I-35E, 2 1 " Avenue and the residential area south of Cedar Avenue. The revised plans show a staggered double row of trees and berming (through a 4-foot grade change) south of the truck storage area on the south and similar landscaping is proposed for the northern storage area. Additionally, a double row of trees is shown along I-35E to provide screening. All continuous year round planting screens shall require at a minimum a double row of plants with triangulated spacing. The landscape plan shows landscaping in the island adjacent to the proposed shared drive between Lot 1 and Outlot B. The landscaping in this area will provide some interim screening for the residential property to the south until Outlot B is developed. Staff recommends that those trees be increased from 6 feet to 8 feet at planting. Staff finds that the planting plan generally shows compliance with ordinance requirements, however, the Environmental Board memo includes a number of modifications to the proposed species. A final landscape plan must be submitted with the final plat/PUD final plan application. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in June 2015. The site is generally in compliance with the land use options evaluated in the AUAR. However, the AUAR includes a mitigation plan that assumes certain improvements, including streets, floodplain, wetlands and creek impacts. The City Engineer comment letter dated June 28, 2016 includes a number of conditions that must be addressed to show compliance with the AUAR. Next Steps If the request is approved, the next step would be a land use application for PUD Final Plan/Final Plat approval. 11 FINDINGS OF FACT As noted in this report, the project is generally consistent with the land use and zoning requirements for the site, but there are a number of significant issues that must be addressed prior to approval. The following are Findings of Fact as related to the land use decisions for the Rezoning and PUD Development Stage Plan/Preliminary Plat. Section 1007.01 S Administration: Amendments and Rezonings The property is currently zoned R, Rural and R-BR, Rural -Business Reserve and Lot 1, Block 1 is proposed to be rezoned to PUD-Planned Unit Development. Per Section 1007.015 (5), the Planning and Zoning Board shall consider possible adverse effects of the proposed rezoning and its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained in § 1007.024 of the City Code. Section 1007.024 PUD, Planned Unit Development The applicant has not submitted a specific request for the areas where PUD flexibility is requested, except to note that it is their desire to allow outside trailer storage adjacent to I-35E, which is not allowed. Section 1007.024(1) (PUD Purpose and Intent) allows deviation from the strict provisions of this Ordinance related to setbacks, heights, lot area, width and depths, yards, etc., by conditional use permit or a mixture of uses by rezoning to a PUD District, is intended to encourage: 1. A development pattern in harmony with the objectives of the Comprehensive Plan. 2. Innovations in development that address growing demands for all styles of economic expansion, greater variety in type, design, architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. 3. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. 4. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. 5. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. 6. Promotion of a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. Staff finds that the applicant does meet the standards for the rezoning to PUD. 12 RECOMMENDATION Staff recommends approval of the request with the following conditions: 1. The applicant must comply with all conditions in the City Engineer's memo dated June 2, 2016. 2. The applicant must comply with all conditions in the City Engineer's AUAR memo dated June 28, 2016. 3. The applicant must comply with the Environmental Board recommendations in the memo dated June 29, 2016. 4. The applicant must obtain approvals from RCWD and must comply with all related conditions of approval. 5. The applicant must provide a final wetland mitigation plan for City review and approval. 6. The applicant must provide a final floodplain impact and mitigation plan for City review and approval. 7. The applicant must provide lighting fixture details to ensure compliance with ordinance lighting standards. 8. All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to § 1007.043 (2) of this Ordinance. The site plan must be revised to show the location of the guard house to ensure setbacks would be met and material details must be provided to ensure harmonious finish treatment. 9. All mechanical equipment, such as air handling units located anywhere on the property, including rooftop equipment, shall be screened from view from adjacent streets, public rights of way, and adjacent properties. Final details must be provided with the final plans to ensure compliance. 10. The plans should be revised to provide a wall on the east and west side of the enclosure with a wood composite fence/gate on the south. Exterior wall or fence treatment shall be similar and/or complement the principal building. 11. The site plan shows a 40-foot street easement for 2 1 " Avenue. This must be revised to show a 40-foot street right-of-way. 12. The applicant must provide final construction details for construction of 21 St Avenue, including all wetland, floodplain and ditch permits. City Engineer's memo notes that additional information is required to facilitate these permits. 13. An access easement agreement between the affected properties must be provide to allow the shared access between Lot 1 and Outlot B. 14. The applicant shall provide turning radius exhibits to show that the vehicles can maneuver through the site to the docks and to the storage areas. 15. Fire access shall be reviewed and approved by the City prior to final plan approval. 16. The landscape plan shows landscaping in the planned drive aisle between Lot 1 and Outlot B. The conifer trees in this location must be increased from the proposed 6 feet to 8 feet at planning. 17. All signage must comply with City Code requirements. 18. The existing billboards (off -premises signs) are legal, non -conforming signs and are allowed to remain, but shall not be allowed to be relocated. 13 19. Material samples must be provided to ensure compliance with architectural standards in the Zoning Ordinance. ATTACHMENTS 1. City Engineer's memo dated July 6, 2016 2. City Engineer's AUAR compliance memo dated June 28, 2016 3. Environmental Board Recommendations dated June 29, 2016 4. Guard Shack elevations from B.I.G. Enterprises, Inc. received June 17, 2016 5. Revised building plans from Lampert Architects dated June 17, 2016 6. Revised landscape plans from Lampert Architects dated June 17, 2016 7. Photometric Plans from RJRyan received June 17, 2016 8. Revised Civil Drawing from Plowe Engineering received June 17, 2016 9. Revised Preliminary Plat from Sunde received June 17, 2016 10. Revised Elevations and Renderings from Lampert Architects received July 1, 2016 14 A WSB Building a legacy — your legacy. 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: July 6, 2016 Re: Clearwater Creek Business Park (United Properties Distribution) Plan Review WSB Project No. 2988-200 We have reviewed the Preliminary Plat documents dates and submitted on June 20, 2016 for United Properties in Lino Lakes, MN prepared by Plowe Engineering, Inc. The following are our review comments that should be responded to in writing by the applicant. Reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction with the Final Plat and plan submittal. Include applicable City Standard Detail Plates. GRADING, EROSION AND SEDIMENT CONTROL A Stormwater Pollution Prevention Plan has been submitted and is being reviewed. We do not anticipate significant changes to the plans or plat from this review. 2. Silt fence and/or sediment control logs need to be shown at all wetland locations where construction is proposed and/or nearby and show silt fencing between proposed pond and existing drainage channel where storm sewer is shown. 3. Identify seeding and restoration of disturbed areas, ponds, and boulevards. 4. The applicant shall review the southwest corner of the north parking lot which may have standing water as proposed. 5. The project will require a NPDES/SDS General Stormwater Permit for Construction Activity from the MPCA, which should be filed with the City. 6. The high water elevations on the stormwater ponds A and B do not reflect the most recent HydroCAD results (901.90 and 901.48, respectively). Equal Opportunity Employer wsbeng.com K:\02988-200\Admin\Pl- Review 06-20-16\20160706 Engineering Review #2 United Properti—drex Ms. Katie Larsen July 6, 2016 Page 2 STORMWATER MANAGEMENT We reviewed the Stormwater Drainage Report for United Properties, dated May 16, 2016 and revised on June 17, 2016 by Plowe Engineering, Inc., and have the following comments: 1. The outlet pipe to Clearwater Creek should be replaced with a treatment train concept to provide an additional water quality BMP. An open channel with filtration should be considered. 2. Updated existing conditions HydroCAD results were not provided in the June 17, 2016 submittal, however compared to the May 16, 2016 Stormwater Drainage report, the total drainage areas between existing and proposed conditions differs by 1,125,728 square feet. 3. The stormwater treatment basins have been separated; however please review the outlet control structures as the HydroCAD models do not reflect the June 17, 2016 plans. 4. Please note the proposed drainage areas exhibit shows two subcatchment 4's. FLOODPLAIN 1. The project is located within, and impacting, the FEMA 100-year floodplain. Compensatory mitigation will be required at a minimum 1:1 ratio within the same floodplain in which the impacts occur. The applicant shall obtain a Letter of Map Revision and provide the application to City. 1. The applicant shall provide an exhibit showing no net fill in the floodplain. 2. The proposed crossing over Clearwater Creek will need to accommodate the future sidewalk/trail extension. 3. The proposed crossing will require a No -Rise Certificate submitted to the City in order to document no change to the Clearwater Creek floodplain elevations. WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation and wetland replacement plan. Thus we have not reviewed for the Wetland Conservation Act (WCA). 1. The project proposed 0.36 acres of impacts to existing wetlands and it is anticipated that a wetland replacement plan will be required. The applicant will need to receive RCWD approval of wetland impacts and buffers as well as ACOE approval of wetland impacts. 2. 21st Avenue is proposed to be a temporary cul du sac ending at the south parking lot. The roadway would be extended down to Cedar Street in the future. As part of the future road K:\02988-200Wdmin\PIw Review 06-20-16\20160706 Engineering Review #2 United Properdes.doox Ms. Katie Larsen July 6, 2016 Page 3 extension RCWD is requiring a wetland sequencing plan for the roadway alignment all the way to Cedar. The applicant is to work through the process with the RCWD. ENVIRONMENTAL The AUAR review was completed and comments are provided within a memo to Katie Larson dated June 28, 2016, enclosed. The items to be addressed: • A conservation easement shall be included on the south side of Clearwater Creek that is 150 feet in width a majority of the creek length and reducing down near the drive isle (east end); and on the north side of the creek it shall be 50 feet measured from the Top of Bank. • The development area is within an area with high potential for archeological sites. The applicant will need to complete a Phase I Archeological Survey. • Clearwater Creek is designated as a Public Ditch and the applicant should apply to RCWD for impacts to this ditch. WATER SYSTEM The proposed hydrant spacing exceeds 300 foot and should be revised. Fire hydrants shall be added along 21" Avenue from the existing watermain every 300 feet. These shall be located behind the future trail. The City's Deputy Director of Fire should review the final spacing. 2. The watermain loop around the building shall be 8 inch diameter and shall have valves every 600 to 800 feet. SANITARY SEWER SYSTEM The sanitary sewer crossing at Clearwater Creek casing pipe shall be detailed on the plans with the type and elevations. 2. The sanitary service cleanout needs to be labeled on the plans. STORM SEWER SYSTEM Storm pipe not meeting minimum grade for flushing (3fps) are as follows: 12" pipe between CB 216 and CBMH 215, 12" pipe between CBMH 211 and CBMH 2O9. (Sheet C2.2) 2. Storm pipe material (RC) not identified on plans. (Sheet C2.2) 3. The arch pipe crossing the proposed roadway should be identified as 122-inch Span Arch Pipe (this is the appropriate 96-inch diameter equivalent). 122-inch span arch apron on either side will need to have sheet piled end section and trash guard. (Sheet C3.1) K:\02988-200Wdmin\PIw Review 06-20-16\20160706 Engineering Review #2 United Properdes.d— Ms. Katie Larsen July 6, 2016 Page 4 4. Minimum structure depth is 3.5 feet within roadway to avoid frost heaving. Grout below invert to provide sufficient depth. Following structures to be updated: 216. (Sheet C2.2) 5. No rim elevation provided for STMH 214. TRANSPORTATION 1. An updated Traffic Impact Study was submitted by Spack Consulting, dated June 27, 2016. The following comment/questions should be addressed. • The proposed site plan identifies an outlot that can be developed. The anticipated future development of this lot shall be included with the analysis. • The Site Traffic Forecasting Section shall include a comparison to what was assumed in the AUAR. • The trip distribution used for the analysis did not follow that used in the AUAR. The trip distribution used shall be revised or justified. • The Non -Site Traffic used in the analysis shall include other approved adjacent development traffic volumes (i.e. Mattamy Development). 2. With the increase in heavy truck traffic, WB-62 truck turning templets shall be provided showing that these vehicles can circulate through the site; make turns into and out of the site, and make turns at key intersections (21st Avenue at Fairview Street and Fairview Street at 20th Avenue). 3. The applicant needs to delineate the light duty from heavy duty on sheet C 1.4 and extend the curb in the southeast inside corner of the drive isle. 4. There is no curbing along the east and south side of the drive isle for future expansion and the south drive isle is located within Outlot B. 5. The 21st Avenue Construction plans need to designed in cad to the format of MnDOT standard plans(http://standardplans.dot.state.mn.us. This will include cross sections every 50 feet identifying boulevard grades. 6. The 21 st Avenue east side boulevard shall be graded to accommodate a future trail 2.5 feet behind the curb. This should be included in the cross sections. 7. The existing roadway, drainage and utility easement shall be vacated as part of the final platting process. DEVELOPMENT AGREEMENT 1. Required with final plat. K:\02988-200Wdmin\P1w Review 06-20-16\20160706 Engineering Review #2 United Properdes.doox Ms. Katie Larsen July 6, 2016 Page 5 PERMITS The applicant shall provide the following permits prior to final plat approval. 1. ACOE Section 404 Permit 2. MPCA Section 401 Certification 3. State Historic Preservation Office Cultural Resources Review 4. MDH Watermain Extension Permit 5. MDH Sanitary Sewer Extension Permit 6. Rice Creek Watershed Wetland Boundary Confirmation 7. Sanitary Sewer Service Connection Approval 8. City of Lino Lakes Approval a. Site Plan b. Grading, Excavation, and Foundation Permits c. Building Permits d. Sanitary Sewer Connection Permit e. Municipal Water Connection Permit f. Use Permit — Floodplain District g. City Roadway Access/Crossing Permit 9. FEMA Letter of Map Revision 10. MDNR No Rise Certificate 11. NPDES Construction General Permit 12. Rice Creek Watershed Permit a. Rule C: Stormwater Management b. Rule D: Erosion and Sediment Control c. Rule E: Floodplain Alteration d. Rule F: Wetland Alteration If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. K:\02988-200Wdmin\PIw Review 06-20-16\20160706 Engineering Review #2 United Properdes.d— Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: June 28, 2016 Re: Clearwater Creek Business Park Plan Review for AUAR Conformance WSB Project No. 2029-820 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the plans for Clearwater Creek Business Park in Lino Lakes, MN prepared by Plowe Engineering, Inc. received on June 17, 2016 for conformance with the AUAR. For reference please see notes on the Mitigation checklist enclosed, along with the following comments. FISH, WILDLIFE, ECOLOGICALLY SENSITIVE RESOURCES 1. AUAR Mitigation Item 11.1. The AUAR highlights this area as part of the Conservation Design Framework (CDF) with a future greenway corridor and trail from Cedar Street north through the property. Clearwater Creek (JD3) is located within the parcel and a 100 foot buffer is recommended per the mitigation plan. This measure is satisfied by the creation of a natural corridor running parallel with the creek. • A 50 foot conservation easement is proposed on Outlot A measured from the centerline of the ditch. This should be adjusted to measure 50 feet from the Top of Bank. Additional protections may be considered with future development of this lot. Lot 1, which is being developed, establishes a buffer along the creek ranging from 20' in the far NE corner of the lot to over 150 feet in width along the length of the creek. The area is further buffered by the construction of stormwater management ponds between the buffer area and site parking areas. The proposed conservation easement should be modified to include all the area between the creek, stormwater ponds and parking area. A trail will be constructed along 21 st Avenue with the future extension of 21 st Avenue to Cedar Street. 2. AUAR Mitigation Item 11.8. The AUAR requires an eagle nest survey. At the time of the AUAR update (June 2015); the DNR did not have records of any eagle nests within 1 mile of the project area. There are not many trees on the site, but those that are present Equal Opportunity Employer wsbeng.com \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Erom Others (Original Data)\20160628 Engineering Review Lino Lakes-CCBP.docx Ms. Katie Larsen June 28, 2016 Page 2 are primarily adjacent to Clearwater creek. City environmental staff has confirmed that no eagle nests are present within the development area. 3. AUAR Mitigation Item 11.10. The AUAR requires a rare plant survey to be completed in wetlands and other designated areas. There are wetlands present within the development area. City environmental staff has confirmed that a rare plant survey is not needed in this area. 4. AUAR Mitigation Item 11.12. The AUAR requires that the CDF include consideration of, among other things, protection of ecologically significant natural resources from adjacent land uses by implementing buffering. Reference section Item 11.1. WATER RESOURCES: WETLANDS 1. AUAR Mitigation Section 12.1. Wetlands exist within the development area and confirmation of boundary approval by the Wetland Conservation Act (WCA) Local Government Unit (LGU) should be obtained. 2. AUAR Mitigation Sections 12.2 — 12.6. The project proposes 0.36 acres of wetland fill. An application has been prepared by Kjolhaug Environmental Services. The application will need to be reviewed and approved by the WCA LGU and US Army Corps of Engineers (ACOE). The application should include sequencing measures and a replacement plan and will also need to conform to the wetland alteration requirements set forth by the Rice Creek Watershed District (RCWD). 3. AUAR Mitigation Section 12.7. There are no DNR Public Waters on the property, but Clearwater Creek is designated as a Public Ditch. The applicant should apply to RCWD for impacts to this ditch. WATER USE AUAR Mitigation Section 13.5. The AUAR requires that abandoned private wells be sealed in accordance with Minnesota Department of Health (MDH) regulation. There are no known wells on the property, but if any undocumented wells are encountered they should be sealed in compliance with MDH regulations. EROSION AND SEDIMENTATION The plans submitted June 17, 2016 do not include erosion or sediment control plans. The grading plans and Stormwater Pollution Prevention Plan (SWPPP) were reviewed for compliance with the AUAR. 1. AUAR Mitigation Section 16.1. Project proposers are required to obtain a NPDES/SDS General Stormwater Permit for Construction Activity from the MPCA prior to initiating earthwork. This permit should be obtained and filed with the city prior to construction. 2. AUAR Mitigation Section 16.2. Project proposers are required to meet the erosion and sediment control regulations in all applicable regulations, ordinances, and rules of the city and MPCA and RCWD. A SWPPP has been prepared for the project. A sediment and erosion control plan should also be prepared and reviewed by the applicable regulatory agencies for compliance with rules. 3. AUAR Mitigation Section 16.3. Project proposers are required to minimize runoff, improve the quality of runoff, and provide erosion control through BMPs and other low \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Fr m Others (Original Data)\20160628 Engineerinj Ms. Katie Larsen June 28, 2016 Page 3 impact development techniques. The SWPPP provided with the plans outlines various BMPs, but specific use of BMPs should be shown on an erosion and sediment control plan. 4. AUAR Mitigation Section 16.4. Project proposers are required to provide construction oversight to ensure designed sediment and erosion control measures are being implemented. The SWPPP indicates that an individual has not yet been identified to provide this oversight. The individual(s) providing this oversight should be identified and contact information provided in the SWPPP. 5. AUAR Mitigation Section 16.5. The AUAR highlights this area as part of the Conservation Design Framework (CDF) with a future greenway corridor and trail from Cedar Street north through the property. Reference Item 11.1. WATER QUALITY: SURFACE WATER RUNOFF 1. AUAR Mitigation Section 17.3. The AUAR requires stormwater management systems to be developed in accordance with the current version of the Rice Creek Watershed District Rules. This area was identified in the AUAR as a Runoff Sensitive Area for rate and volume of stormwater runoff and applicant should seek to maintain proposed runoff volumes within 20% of existing conditions runoff volumes. The applicant should also apply through the RCWD to meet volume and rate control requirements and provide treatment for 1.1" over the new impervious. In addition, infiltration is not feasible due to high seasonal groundwater, NURP ponding will be provided to treat runoff. The project is located within, and impacting, a FEMA 100-year floodplain. Compensatory mitigation will be required at a minimum 1:1 ratio within the same floodplain in which the impacts occur. WATER QUALITY: WASTEWATER AUAR Mitigation Section 18.5. Each proposed development is required to provide a detailed projection of wastewater generation and flows. This has been reviewed by the city engineer and is in compliance with the mitigation measures. SOIL AND GROUNDWATER CONTAMINATION AUAR Mitigation Section 19.2. While contaminated materials are not expected within the development area, if any are discovered during construction the applicant should follow state laws and report the information to the MPCA for further investigation and, if necessary, remediation. TRANSPORTATION The applicant needs to submit an updated Traffic Impact Study, and evaluate the impacts from the site assuming no connections to 20th Ave. or Cedar St. that were assumed in the AUAR. CULTURAL RESOURCES \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Fr m Others (Original Data)\20160628 Engineerinj Ms. Katie Larsen June 28, 2016 Page 4 1. AUAR Mitigation Section 25.1. The development area is within an area with high potential for archeological sites. The applicant will need to complete a Phase I Archeological Survey. COMPATIBILITY WITH PLANS 1. AUAR Mitigation Section 27.1. The plan for a business park fits within the three development scenarios outlined by the AUAR and the current zoning for the area (General Business). PERMITS The following permits and approvals may be required prior to construction: 1. ACOE Section 404 Permit 2. MPCA Section 401 Permit 3. State Historic Preservation Office Cultural Resources Review 4. MDH Watermain Extension Permit 5. MDH Sanitary Sewer Extension Permit 6. Rice Creek Watershed Wetland Boundary Confirmation 7. Sanitary Sewer Service Connection Approval 8. City of Lino Lakes Approval a. Site Plan b. Grading, Excavation, and Foundation Permits c. Building Permits d. Sanitary Sewer Connection Permit e. Municipal Water Connection Permit f. Use Permit — Floodplain District g. City Roadway Access/Crossing Permit 9. FEMA Letter of Map Revision 10. NPDES Construction General Permit 11. Rice Creek Watershed Permit a. Rule C: Stormwater Management b. Rule D: Erosion and Sediment Control c. Rule E: Floodplain Alteration d. Rule F: Wetland Alteration If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Fr m Others (Original Data)\20160628 Engineerinj Environmental Memo To: Katie Larsen From: Marty Asleson Date: June 29, 2016 Re: Environmental Board Recommendations for the Clearwater Creek Business Park Proposal The following recommendations were made by the Environmental Board on June 29 Clearwater Creek Business Park 1. Soils should be monitored for impacts to the Drinking Water Service area contamination, and existing wetland resources. Impacts can be created by uncovering a "gravel -vein" or sand seams where polluted water can enter into a DWSMA water source, and where wetlands can be drained by creating a "drain situation" for close proximity wetlands. Gravel and or other pervious areas encountered in excavation areas for ponds and created wetlands and general excavation must be sealed 2. The applicant must provide a detailed tree preservation plan to the city. 3. Landscaping: A. Plants that are intolerant of higher pH soils should not be used on this site. B. Evergreens must not be used in any of the native seed mix areas. Evergreens may be planted in the sod and any irrigated cultured seed areas C. MNDOT seeding methods as in the MNDOT Seeding Manual must be used for Native seed areas. D. Native Seed areas must be planted and maintained by a City approved contractor that has experience and knowledge in the planting of a native seed area E. A 5-year maintenance plan must be written for the site and accepted by the City F. All cultured seed and sod areas must be irrigated. G. Seed types must be identified on the landscape plan. H. Seed types must be approved by the City. I. Evergreens must not be planted in native seed areas. 0 Page 1 4. AUAR A. A buffer on the south side of the ditch/creek be extended between the top of the bank to the ponding areas to the south or 150 feet with a minimum buffer distance of approximately 20 feet where buffer capability narrows with proposed infrastructure. The 50' buffer area on the north side of the creek should be measured from Top of Bank. Additional buffer will be determined when the north outlot is planned developed. All buffer areas must be placed under a Conservation Easement. B. That in harmony with the intent of the AUAR, a surface water treatment train be further established by eliminating the pipe going from the ponds to the creek, and a filtration system be established from overflow from the ponds in the buffer area south of the creek. Engineering drawings must be submitted that encompass this filtration system and the area planted with a seed mix approved by the City. Engineering drawings for the intended function of this filtration system must be approved by the City Engineers. C. A Phase One Archeological Study must be performed. D. All other AUAR requirements and concerns listed in WSB document from Diane Hankee PE, City Engineer regarding the Clearwater Creek Business Park Plan Review for AUAR Conformance, WSB Project No. 2029-820 be addressed. 5. Lighting must be low -intensity, non -spilling, with fixture lenses that cut-off glare. All lights should be LED. 6. Since this is in a moderate susceptibility to groundwater contamination area, drinking water protection must be provided throughout the construction process. All fueling units must be within containment structures, i.e., fueling tanks must be in a containment area. All Concrete washout must be contained and disposed of off -site. 7. The submitted plan is site specific. The developer is responsible for all aspects of the MPCA requirements for construction site sediment and erosion control. There must not be any disturbance of the soils on this site until the SWIPP is fully engaged and authorized by City environmental and engineering. 5. A tree protection plan must be submitted 6. A P-8 analysis must be performed for the site 0 Page 2 MODEL D581 OOA DELUXE GUARD ATTENDANT BOOTM STYLE MANUFACTURED FOR: FULLMER CONSTRUCTION 5LOVER II GUARD BOOTH BY: B.I.G. ENTERPR15E5 9702 E. RUSH 5T 50UTH EL MONTE CA 9 1 733 DRAWING TITLE SKEET NUMBER COVER PAGE I LEFT � FRONT ELEVATION 2 RIGHT * REAR ELEVATION 3 FLOOR PLAN 4 ROOF SECTION * DETAILS 5 GENERAL NOTES G DESIGN CODE: 2013 CBC, 2012 IBC and A5CE 7-10 GENERAL INFO BUILDING CLASSIFICATION SEISMIC DE51GN DATA 8' x 10' x 7' 1 1 "TALL SINGLE STORY OCCUPANCY: ONE 80 5Q FT ONE UNIT B.I.G. ENTERPROE5® Occupancy Category II Occupancy Use Group: U Construction Type: V-B GRAVITY DESIGN DATA Roof Live Load = 25 P5F Roof Dead Load = 5 P5F Floor Live Load = GO P5F WIND DE51GN DATA Mapped Spectral Response 55= 1 .G 13, 51=0.701 Spectral Response coefficiant5 5D5= I .07G, 5D1=0.70 1 5ei5mic Design Category: D Basic Seismic force F;e515tinoj System C.4 Design Base Shear C.3 I x 5e15MIC Weight of Structure Response modification factor R=3.5 Analy515 procedure used: Allowable Stress Design FOUNDATION: The foundation work 15 all field designed and installed by others. The foundation work 15 to be in accordance with local codes and soil cnnr;lltinns. (SIMPLIFIED METHOD) Basic Wind Speed (3 sec (5just) VUlt= 1 15 MPH Va5d=90 MPH Wind Exposure C factor 1.2 1 Design Wind Pressure components * cladding Uplift 48.28 p5f, Horizontal 38.GO p5f THE5E PLANS, DRAWING5, AND/OR CADD FILE5 ARE THE COPYRIGHTED WORK OF B I.G. ENTERPRISES AND 15 A TRADEMARK Of 5 I.G. FNTEPPP15If5. COPYING OR UNAUTHORIZED U5E OF THE5E DESIGNS OR 1T5 LIKENE55 WILL 5E PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. p B.I.G ENTERPR15E5 1955 ALL RIGHT5 RE5ERVED FEBRUARY 10, 2014 F- W W�o(0 U) rn o� 0 Z CV H o a�o Z N (n O (D J � J Q U}QU 0 00 0 c) z z O �- O D m rV o ct� Q z D 0 w w J Q D J LL- (f) 0 CM U Zwc') wWcy) = o0 H � wW204 O -J .. �j W = rn 2 00 E- O U) 0 co Lo I " DRIP ANGLE TYPICAL 8� 2 41" DOWNSPOUT (2 PLACES) 3" -. 2" 2" 120" — &��L ELEVATION SCALE 2" = I ' — 0" B.I.G. ENTERPRI5E59 THESE PLANS, DRAWINGS, AND/OR CADD FILES ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND 15 A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DE51GN5 OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW p B.I G. ENTERPRISES 1958 ALL RIGHTS RESERVED REV1510N5 ITEM DESCRIPTION Date Added door hardware requirements 2-1 0- 1 4 dimensions 44" 2" 9G" @fETONELE�ATONI SCALE 2" = I - 0" FEBRUARY 10, 2014 It 0') 19t � 0 Z cV W F'-' mQ�0 03 z CV (n W 00 F- U) < 0co0u) Z L O F— O D m Iv cry Q Z D 0 W W J 0 J J IL (l) 0 ZWc') Ww I— 1-- 0 wm04 O J C9 r- =arn= m 7 O U) 4° (REAR) 95" I 3" 12711 - - -I - 02" ' � I �- 37" 3G' 37" _ 3" 2" 2" 1 20" E3 pg-OT ELEVATION CALE 2" = 1 ' - 0" B.I.G. ENTERFRIH50 THE5E PLAN5, DRAWINGS, AND/OR CADD FILE5 ARE THE COPYRIGHTED WORK Of B.I.G. ENTERPRISES AND 15 A TRADEMARK OF B.I.G ENTERPRISES. COPYING OR UNAUTHORIZED U5E OF THE5E DESIGNS OR 1T5 LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW 0 B.I.G ENTERPRISES 1986 ALL RIGHTS RESERVED 3" (3 51DE5) IS - 9G f�EAELEVATION SCALE 2" = 1 ' - 0" 3" FESSIOyq C3 Exp.12-31-14 cry civi - \Q qT� OF CA1-���� F— W LL W ch 0 c0 2 07 r r o 0 Z cV LLJ o > z ) r N (n Q Q O J LLI J co U Q U c)co0U) Z L O 0 D IQ L/- C) T Q Z D 0 W W 0 J D J LL- (f� 0 Zwc_ w 0) a) H W UIt _ cb w=z� �Of0rD wN C� O J W -rn2 m � 0 3" x 3" x .083" TUBE FRAME TYP. AT CORNERS I I i i i 2 j 4 I I i I I I J I LEGEND 14 E3 3 I141 r,�13 Av I j'VE I OGO" ADA TURNING AREA i � — —I21 1�1 0 E4 3 2" x 3" x .083" TUBE FRAME TYP. AT M I D POSTS I I I I f g MIN. 32" CLEAR j OPENING I j I 3G" x 3G" LEVEL LANDING WITH MAX 112" HEIGHT DIFFERENTIAL `€ WITH THRESHOLD. PROVIDED f j ON SITE BY OTHERS. L --- ED SLIDING DOOR - GENERAL NOTE #5 ❑2 22" SHELF - GENERAL NOTE # 1 1 1] TELEPHONE JUNCTION BOX - GENERAL NOTE # I Oa u 3" CORD ACCESS HOLE 5l RECEPTACLES (2) - GENERAL NOTE #9 u LED FIXTURE - GENERAL NOTE #8 �1 LOAD CENTER - GENERAL NOTE #7 Y'0761 1=LOOK PLAN 2 8� 1NTE1210R LIGHT SWITCH SCALE 2" = I ' - 0" ❑9 AIR CONDITIONER - GENERAL NOTE # 10 I 0 SLIDING WINDOW - GENERAL NOTE #G 1 I OVERHANG - GENERAL NOTE #3 12 A/C RECEPTACLE 13 DOWNSPOUT 141 ANCHOR CLIP (4 PLACES) - GENERAL NOTE # 12 4. D5 5 l — 4" 5" B.I.G. ENTERPRISESo �. THESE PLAN5, DRAWINGS, AND/OR CADD FILES ARE THE COPYRIGHTED WORK OF B 1 G ENTERPRI5E5 AND 15 A TRADEMARK OF B.I G. ENTERPRISES COPYING OR UNAUTHORIZED W LL uj Ict O CD USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PP05ECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW. p B I G ENTERPRISES 1988 ALL RIGHTS RESERVED 1 2" 2511 �� •- 3' I j 1- ELECTRICAL STUB AREA I I 1 I I OF ANCHOR POINTS (fYP.) IYG' DIA_ HOLE - I TYPICAL i I , 8" I � 5" 1 20" ® INDICATES OPENING THROUGH FLOOR 5TUB UP AREA ANCHOR LOCATIONS SCALE 2" = I ' - oil tx a * Exp. 12-31-14 FEBRUARY 10, 2014 Nt O 1�t O I o O Q z cV w oa�z N (n o��a W oo00 cn�-aU 0m0cn z � O O U O CL/ o OL Q a Z � O W LU J OJ � J LL ((� 0 M V T ZW w rn 0-) U W 0CD Zw04 W NO —J �j ti w = o) 2 00 Z) O U) �' ROOF SECTION 1 _O, I r / A I IAIFD 1/4" - max 1 2" O. DG D8 5 5 G GA FASCIA 2" x 3" x .083" TUBE HEADER 3 SIDES �NGE D7 - 2" x 2" x .063" STUB UP TUBE 2" x 2" x .083" TUBE ROOF JOIST (MAX 2411 O.C.) _ 5 16GA ROOF DECK oil 141 3MAW G A J A .VV3 A500 TUBE FRAME LLU 1 1A I UI\L GMAN HF=AflFP TYP R-28 INSULATION I G GA CEILING CHANNEL — 2" x 3" x .083 TUBE FLOOR FRAME I NTERIOR WALL 2" I /8 ,.GMAW I I ga FLOOR 2" x 3" x 1/411 A3G ANGLE 2500 PSI CONCRETE BY OTHER5 5/8" HILTI KB-TZ 3 1 /8"MIN. EMBEDMENT HARDWARE * INSTALLATION BY OTHERS. LARK 25701 D2 PAN WELD DETAIL D3 OST / FLOOR FRAME CONNECTION D4 POSTIHEADER CONNECTION D5 ANCHOR DETAIL NO SCALE NO SCALE NO SCALE NO SCALE SEAM SEALANT VULKEM #92 1 Ii�- 4 �- 1 /4" A3G PLATE TO I FIT ID OP P05T J P05T CLEAR 51LICONF 5EALANT 3/4" 5HANK LIFTING RING 0000 lb CAPCACITY 1 -1 /2" EYE I. D. 1/8" 1/8" 3/4"- 10 x 2 1 /4" HEX COUPLING NUT 3/4"- 10 x 3/4" 5ET SCREW D6 LIFTING EYE DETAIL NO SCALE GMAW >1 �8 GMAW ROOF J015T i -; GMAW P05T STUB HEADER J �{ 1 /8 f 2 PLCS P05TJ D7 STUB TUBE 1 JOIST CONNECTION NO SCALE I GGA DRIP ANGLE 3-PART ELA5TOMERIC ROOF MEMBRANE CLA55 A RATED I GA FASCIA YGMAW PERIMETER MAW I{16 G I/16 117' - 6' I GGA ROOF DECK TYP ROOF J015T D8 ROOF DECK / FASCIA CONNECTION NO SCALE B.I.G. ENTERPR15E50 THESE PLANS, DRAWING5, AND/OR CADD PALES ARE THE COPYRIGHTED WORK OF B-I G ENTERPRISES AND 15 A TRADEMARK OF B 1 G ENTERPRISES. COPYING OR UNAUTHORIZED USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW 0 B I G ENTERPRISES 1988 ALL RIGHTS RESERVED FEBRUARY 10, 2014 H w w Ln oO cfl TZ co 0) It 0 r ❑ Z cV Ljj mQ�2o 3 Q) N Z U) Q r d O W 00 J H Q U) < () 0000U) Z L O F- O m R// p (li Q Z � O w w J OJ J LL () O C7 z�-Mc; — W Wlxrnrn co 0 2 �q i-Osn ZLjj�04 N J ti W m�0 U) p Lo gnq 2. 2a. 3. 3a. 3b, 4. 4a. 1�_ 5. 5a. 5b. G. Ga. Gb. GENERAL NOTES: Frame work to be 2" x 3" x .083" and 3" x 3" x .083" A500 tube Unit to have half glazed I Gga galvanized steel walls with I Gga galvanized interior liners. 8a Walls to have a R-1 7 insulation value. Unit to have an 8" fascia, 3" overhang on three sides, 4" overhang at the rear and a I G ga flat sheet roof with I " drip angles on four sides drained through a gutter system with two 1 - 1 /2" PVC downspouts. Roof to have a R-28 insulation value. Unit to have four 3/4" shank lifting eyes mounted on the roof. Lifting eyes are designed for a 5TRAIGHT VERTICAL LIFT ONLY. Spreader bars must be used when lifting booth to ensure this vertical lift. All warranties will be void if not lifted in this manner. Unit to have I I ga A5G9 steel floor covered with 1 /8" thick x 1 9" square, black rubber t11e5 with 4" high black perimeter cove molding. Floor to be mounted on a 2" steel tube frame. Underside of floor to be fully coated with bituminous undercoating sealant. Floor will require a ramp the full width of the door opening with a slope of I " to P- 0" to meet ADA handicap access requirements. Ramp to be installed on site. All materials and labor by others. Unit to have one commercial grade steel framed slide door, 3G" x 80" constructed of I G ga steel panels with steel tube frames. Door to be top hung, in a steel track, on a minimum of eight 2 1 /4" steel ball bearing rollers with stainless steel lower guide, mortise hook type lock and complete weather stripping. Door handles, pulls, latches, locks and other operating devices on the door shall not require tight grasping, tight pinching or twlstlnGJ of the wrist to operate. Latching and locking doors that are hand -activated and which are in a path of travel shall be operable by U-shaped handles or other hardware deslgned to provide passage. Exit door to be marked with a sign indicating "DOOR TO REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" with I" high letters on a contrasting background. Unit to have a commercial steel framed horizontal slide window opposite the door. Window to be top hung in a steel track with stainless steel lower track and 5111, commercial locking hardware, and complete weather stripping. Unit to have dual pane insulated tempered, safety glass with a make up of 1 /4" tinted, 1 /4" air space, 1 /4" clear. Color of tint to be: Grey. 7. Unit to have one 3 wire single phase, 12 pole, 125 amp 1201240 volt, load center surface mounted on the right side wall at the edge of the shelf. All electrical equipment to be U.L. listed and all wiring to be per current publlshed NEC standards. All conductors to be copper, with a minimum size of # 12. Exposed wiring to be in surface mounted EMT conduit. Concealed wiring to be in flexible aluminum conduit. Final power connection and grounding to be done on site by others. All work to be done by a qualified electrician in accordance with all applicable local codes. Unit to have one I' x 4' LED light fixture recessed in the steel ceiling and controlled by a single pole wall switch. Light to be MaxLED model no. MLFP 14DP4550 (or equal). Ceiling to be I G ga galvanized steel painted the same color as the booth interior. 9. Unit to have two 1 15 V duplex outlets mounted under the shelf. 9a. Unit to have a single gang junction box mounted under the front shelf. Junction box 15 to have an empty 1 /2" conduit, with pull string, run to the electrical stub up area for telephone lines by others. 10. Unit to have one wall mount air conditioner with 14,600 BTU cooling and 14,000 BTU reverse cycle heating at 230 volts. A/C to be GE Zoneline model no. AZG I H 15D (or equal). I Oa. A/C will be plug and cord connected and will have a dedicated circuit. I I . Unit to have one 22" straight front shelf, with one 3" electric access grommet insert. Shelf to be painted the same color as the booth interior and mounted at 34" above finished floor. I I a. Shelf to be rated for a 250 lb. load. 12. Unit to have four interior anchor clips. Four 5/8" Hilti KB-TZ bolts with 3 1 /5" minimum embedment in 2500 psi concrete (or equal) are required for placement of booth. Concrete to be level. If sloped, slope towards drain opening(s) on booth. Concrete, bolts and mounting shall be by others. Anchor bolts will require special inspectlon per E5R-1 9 17. For a 3- 1 /8" embedment the foundation/slab design must be a minimum of 5" thick and be sized to allow for a minimum distance of G-1/2" from the edge of the slab to the center line of the anchors for maximum strength. 13. All exposed steel surfaces except roof deck to be coated with two component high solids polyurethane rust inhibitive primer, and two component high solids polyurethane finish coat. 13a. Unit to be painted one color inside and out. Color to be: CARDTEX SNOWDRIFT WHITE. 13b. Roof to be fully weather sealed with a three step elastomeric membrane as follows: A. All seams are sealed with a high bond seam sealing tape. B. The entire roof deck is then coated with a liquid applied one -part polyurethane coating forming a tough waterproof, weather -resistant elastomeric coating. C. The entire deck surface finished with a .C1a55 A rated white -heat reflective polyurethane coating. The coating meets Energy Star reflectance and emissivity performance requirements, has an 5RI of 95, and 15 approved by the Cool Roof Rating Council (CRRC). PEV1510N5 ITEM IDE5CRIFTION Added door hardware recluirements SLOVERII Job No: 9194 Job Name GUARD BOOTH Booth Width in Inches 96 Booth Length in Inches 120 A. Lighting Loads Continous Lighting Load 80.0 ftZ x 3 VA / ftz x 125% = 300.00 Actual Interior Lighting Load Total VA of all interior light fixtures = 45.00 Exterior Lighting Load I 0 I VA x I 0 I Fixtures x 125% 0.00 Larger of Continous or Actual load + Exterior Load = 300.00 B. Receptacle Loads Non -continuous 13u 2 (No. of receps) x 180 VA = 360,00 Continuous putt' FO__�(No of receps) x 180 VA x 125% = 0.00 C. Heating, A/C & Motor Loads Larger of heating or A/C Load 1245 VA x 125% = 1556.25 Motor Loads (Use VA rating on motor if provided) Continous Motor Loads F0 A x F0 V x 125% = 0.00 Non-Continous Motor Loads ®Ax ` 07V = 0.00 D. Largest Motor Load Largest motor load from C F-0 ] VA x 25% = 0.00 E. Additional Loads Nameplate Loads for additional continous loads provided with building x 125% DO VA x 125% = 0.00 Nameplate Loads for additional non-continous loads provided with building E0 VA = 0.00 F. Total Loads B.I.G. ENTERPRISES© Date ~ W ILL. 2-10-14 = p U) Total VA 2216.25 Total Va 2216 / 240 V = 9.23 Total Amps THE5E PLAN5, DRAWING5, AND/OR CADD FILE5 ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND 15 A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED U5E OF THESE DESIGNS OR IT5 LIKENESS WILL BE PR05ECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW, p B.I.G. ENTERPRI5E5 1988 ALL RIGHT5 RESERVED FEBRUARY 10, 2014 M O O � Z N UJ mQ10 Z p W 0 J H Q U) < 0 0000U) Z L O O CD I) Z � O w w _J O J D J LL_ (S) 0 c') U M Z W �Wrnrn W = W ao � �0(D w W�04 OJ .� W = a) 2 m � O U) 0 NO W w CE U w a a w J U Y LJ w Of U w Q Of a w J U E a c W LL- AD 20'-0" 20'-0„ ROOF TOP UNIT SETBACK MINIMUM _ FROM BUILDING EDGE MINIMU F.F. EL. 912.0 _. —1 1 1-1 1 1-1 I I-1 1 —, .. 7 ROOF TOP SCREENING SCHEMATIC A1.1 SCALE: 1" = 30'-0" SHRUB PLANTING STRIP WITH TRIANGULATED SPACING SCREENING SCHEMATIC SCALE: 1" = 10'-0" 1 1 21 st A.VENUE IIII III III I ADJ. ROAD EL. ±906.0 EVERGREEN PLANTING STRIP WITH TRIANGULATED SPACING DOCKED TRUCK TRAILER STORAGE F. F. E L. 912.0 �►' GRA"0.0 00 GRADE EL. 908.0 UU 7) — III III � III III II' "'" — 11j III —III III III III III III III III III_ Ii1 ��I 1�1 ��� ��� Uz ww (N LL. K'5-'� SCREENING SCHEMATIC Al 1J SCALE: 1" = 10'-0" ('Al WAn117Cn PUA1n11 In1V AAC-QU IIII IIII IIII IIII ICI ICI ICI ICI I I I I I I I I I I I I I I I I L-1 L-1 L-1 L-1 4 SECURITY FENCE A1.1 SCALE: 1/4" = 1'-0" 0I I I I I 3 ENCLOSURE ELEVATION SCALE: 1/4" = V-0" HINGE BY GATE SUPPLIER VERTICAL COMPOSITE WOOD SIDING OVER TUBE STEEL DOOR FRAMES WITH COMPOSITE WOOD LATCH (2) 6'-0" WIDE x 7'-0" HIGH 6"0 STEEL BOLLARD - GROUTED SOLID FOR GATE MOUNTING 2 ENCLOSURE ELEVATION A1.1 SCALE: 1/4" = 1'-0" -z rz' — ()" i SHARED ACCESS ROAD I 111,_ III ADJ. ROAD E . ±914.0 r—i-'�REFUSE ENCLOSURE I-. COMPOSITE WOOD VERTICAL PICKETS (ZERO SPACING) TREATED WOOD POST TREATED WOOD GIRTS MANUAL SWINGING GATE IL1 L A M P E R T A R C H I T E C T S 420 Summit Avenue :�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert®lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A I DULY LICENSED ARCHITECT UND E LAWS OF THE S;�Tq Ji*&EISOTA, SI ATURE LE �PE T PRINT • ` 13669 V ((uO0cE �cTEO 1 , U N I T E U PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 "*N/ W W �e Cz U CC o (V C/ C i W s � C) C1/) W v z .Id Cz VZ) O LU J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drawn By: JRB Checked By: ILL Revisions 4/19/16 PRELIMINARY 6/14/16 CITY SUBMITTAL SITE PLAN DETAILS Sheet Number Project No. 151007-1 I N T E R S T A T E 3 5 E N89043'13"E 0.72 S89°18'38"E S02°48'39"E S00°41'32"W 41.36 RELOCATE EXISTING • Z u .71 2. 00 BILLBOARD . 7�4 Ym_ - - - - - - = -:_-=N----�---7�7i S00°41'22"W50 PROOF OF PARKING a N I V N5-3-4-8�2 "_ �°16'47"E �3�11 S00°41'32"W •447.77 o--------------------- ---- - -I \ I 20 FT BITUMINOUS FIRE ACCESS ROAD �' 0° N _ Lx— _------------- _�rt60 PROOF OF PARKING r\S61 °53'12fEx—x / "" 12 PROOF n F1 Ns II 12 PROOF °I + I I \ \ \ 55.4-5 \ \ / / '" Rib -- III °I / a II \ \ \ S49°2�8* '2"E - /+o \ 6 7. / WETLAND NO. 7 — — — x—xLn N II \ \ \ x WETI-At D NO. 6 r I \ \ \ \ Q ° x ool x Q 1 � '/ � � � �� � I II II II J I I I I I I I I I L I I � / V �I J `Y / I \ \ \ c I J L n o � � • // C�ir— / x . a / it o ili r I II O F- \ \ \ \ ro`�Q �1 �j / cn --- I it o u O XL °� x w — — — WETLA D N0. 5 — — Y I Q N L o a I I o n FTC / O •• I o it ° rn I I N 0 F. \ 6� \c 1 t<,� • / /r � l II � — r I P F. / \ III „ „ J Q i_ „ L 180'-0" 20' 30' 30 —0 n II 80 —0 120 —0 m 536 0 r x II II II LJJ �j o it II j N PRODUCTION OFFICE MECH R00 x \ \ \ \ L n II II II w II a � I I I \ \ \ \ �% II \ / o ill o I I TRANSFORMER x lip -0' \ \ \ II II II [7 I Q li w — — — — — — 71 BU ING \ \ \ O J H PIPING OFFICE GENERATOR x 4 \ S NG 0 E I SE BACK 50'X52' BREAK ROCM L x15' I I 15' \ \ \ \ / BAY I \ o w III LL L6 FT TALL CHAINLINK x \ \ \ o� U O g SECURITY FENCE SEEDETAIL4/A1.1 w it O pp \ F� II R a PROPOSED BUI DING o L P DING / \ \ w L I SE PIACK \ / M 402, 52 S.F. a r \ \ n _ cn L- x 1 1 • \ II II — — — — — I 10 L I I I LEI MAIZN STREET Z / III II J L I II J LLJ LLJ o F = > i \ \ I •Q� � J � L_ � x I I } a a \ L------ ENLCLOSURE FOR I II af w _ ~ � REFUSE CONTAINMEIT • Li COMMERCE U) \ L SEE DETAIL 1/A1.1 O------- oN DRIVE r x II 0- w \ L 60' a WETLAND I ~ Q PONDING _ — — — — — L x II o --- ND.2 SITE I �, OFFICE AREA r I a j I w \ 0 ±15,000 S. . RECYCLE � x o CEDAR ST I Z NORTH o� MEZZANINE AREA TRASH L N I1 I I a�xI III a 00 ±35,000 S.F. VICINITY MAP 24'8' ' _ - 030' 7' ' 8' 7 NOT TO SCALEN co x—x—x—x—x x x—x—x II 6' o Rio I II 18 1 4 I 17' 24 8' 63' � 8' 24' 17' �30' ----- 78 STALLS 04 6-EMPLOYEE I I 6- ENTRY 14 F77 4 II 11 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ffffL J *� U 9 —rt ------------------- ---- — -- 6�hONUa E-N�SI-GN-- --- ------ 120 STALLS —M ------ --- FUTURE --- 50 STALLS — — —J 0° IY (V DESIGN TO BE DETERMINED 00 o Y �' WETLAND N0. 1 ,�, (20 M T T LL M �FT� �O��,LjNlf MONUM NT SIGN I Q w _--< Z _ _ o nr --------------------------------------------------- --------------------------- -------------FUTUf�_1rRAIL------------------- o------------------------------------------------------------ ----------_-------------- ------==------------ ------ ----------------------------------------------------- ---------------------------------- ------------------- _ — _ _ _ — w EXTEND EXISTING T_ — _ _ oQ FUTURE EXTENSION UA Y 21 st AVE SOUTH N00 29 43 E 2 � S t A V E N E N00°13 08 W TO C,DAR STREET _ -- w'___—___� ' U 920.46 i 1323.77 530-0 Q a 0 to SITE DATAU711 - a I I z - NOTE: THERE ARE NO EXISTING STRUCTURES WITHIN LOT AREA ±1,276,564 S.F. 29.31 ACRES (INLCUDES R.O.W.) LLJ ``' I I I LLJ 0 100 FT OF PROPERTY ZONING - L1, LIGHT INDUSTRIAL U I = NOTE: TRASH /RECYCLABLES TO BE STORED BUILDING - 402,552 S.F. DISTRIBUTION ' x � 1 SITE PLAN ~ INSIDE SECURED FENCED AREA. AN ENCLOSURE Al SCALE: 1" = 60'-0" IS NOT PROVIDED PARKING DATA -- -- 0 � U Z 402,552 S.F. AT 1/2000 = 201 STALLS REQUIRED I 248 STALLS PROVIDED w I 0 134 PROOF STALLS ry LL_ L382 ULTIMATE STALLS L ' -I PERVIOUS AREA - ±774,087 S.F./ 1,213,513 NET S.F. = 64.8% V) rn rn m L A M P E R T A R C H I T E C T S 420 Summit Avenue •�• St. Paul, MN 55102 101 Phone:763.755.1211 Fox:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UNDO E LAWS OF THE S;, TA �► E OTA. SI ATURE LEPE T PRINT - ` 13669 V LICE 0TEO� It,�� U NITED dP 'JUI PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 �e W LU U Ce 0 Q W Q W � 3 z Y J Z) W m J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drawn By: JRB Checked By: ILL Revisions 4/19/16 PRELIMINARY 6/14/16 CITY SUBMITTAL SITE PLAN Sheet Number Project No. 151007-1 rt ��I—I�rt rt CV Q I Y W W U W Q Q LU J U Y Li w U Li H Q a w J U Ll- NORTH co KEY PLAN C C U C c u C u C C u C c u 0 I 4001-0" 1 1 1 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" NUK 11i 1 PARTIAL FLOOR PLAN 2 SCALE: 1/16" = 1'-0" co L A M P E R T A R C H IT E C T S 420 Summit Avenue :�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ANLA, DULY LICENSED ARCHITECT UNDO% E LAWS OF THE S;�TA (IgiWE 0TA. SI ATURE of LEOPE T or cn)tA PRINT 13669 V L I C-n �TEO ' JQti > U N I T E D da � PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 LU W ce ,W U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drown By. JRB Checked By: LL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL PARTIAL FLOOR PLAN Sheet Number Project No. 151007-1 w N Q I Y W W U w r— Q 3 Q LU J U Y W w U w r- a a w J U Ll- O I N Ln 0 N O I (V Ln C 0 I N Ln NORTH 1- r T "/.1.-- co KEY PLAN 50' — 0" 1,50' — 0" 50' — 0" 50' — 0" 50' — 0" 50' — 0" 50' — 0" 1.50' — 0" 400j-0" (2)PARTIAL FLOOR PLAN 2 SCALE: 1 /16" = 1'-0" NORTH co ;H )M L A M P E R T A R C H I T E C T S 420 Summit Avenue :�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ANLA, DULY LICENSED ARCHITECT UNDO% E LAWS OF THE S;�TA '4&E 0TA. SI ATURE Or LEO PE T PRINT 13669 V LIC 0 . TE JQti > ��°° U N I T E D da � PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 Y w LU U Cie o y ^ W Q W � 3 z Y J < Z) 0 W � J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drown By. JRB Checked By: LL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL PARTIAL FLOOR PLAN Sheet Number Project No. 151007-1 9 CV Q I Y W W U W r— Q Q LU J i Y W Li U Li H Q a w J U ill 0 C LL- (I)PARTIAL FLOOR PLAN IAI2 SCALE: 1 /16" = 1'-0" NORTH KEY PLAN NORTH co 750'-0" 350'-0" rn' �n' _ n" 0 CV O (V Ln I CN Ln O I CV LO L A M P E R T A R C H IT E C T S 420 Summit Avenue :�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ANLA, DULY LICENSED ARCHITECT UNDO% E LAWS OF THE S;�TA '4& Et 0TA. SI ATURE LEOPE T or PRINT 13669 V LIC 0 . TE JQti > ��°° U N I T E D da � PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 Y w LU U Cie o y ^ W Q W � 3 z Y J < Z) 0 W � J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drown By: JRB Checked By: LL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL PARTIAL FLOOR PLAN Sheet Number Project No. 151007-1 CV Q I Y W W U W a a LU J U Y W Li U Li H Q a w J U 6 v a) Ll- 1 PARTIAL FLOOR PLAN 2, SCALE: 1/16" = 1'-0" NORTH co KEY PLAN NORTH co I I 1 1 350'-0" 1 1 1 1 750'-0" I N n I N n I N n . • L A M P E R T A R C H IT E C T S 420 Summit Avenue :�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ANLA, DULY LICENSED ARCHITECT UNDO% E LAWS OF THE S;�TA '4& Et 0TA. SI ATURE LEOPE T or PRINT 13669 V LIC 0 . TE JQti > ��°° U N I T E D da � PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 LU W ce ,W U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drown By. JRB Checked By: LL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL PARTIAL FLOOR PLAN Sheet Number Project No. 151007-1 w z J J W Z Q a 0 �n N O C (1) w a 0 I w z a a 0 v 1 PARTIAL NORTH ELEVATION 3. SCALE: 1 /16" = 1'-0" 2 PARTIAL NORTH ELEVATION 3. SCALE: 1 /16" = 1'-0" w z J U Q (a)PARTIAL EAST ELEVATION f1l1TrA I T, A, f^, P.AI A Per i 11 P'. A Ti 11Ai k A Z I I c('el f7• 1 /1 F" — 1'-0„ 4 PARTIAL EAST ELEVATION 3. SCALE: 1 /16" = 1'-0" ROOF TOP UNIT DESIGN TO BE DETERMINED SEE 6/A1.1 FOR MINIMUM SCREENING REQUIREMENT TOP OF PRECAST EL. = 136'-0" CONCRETE PANEL FORM SIDE COLOR #2 CONCRETE PANEL FORM SIDE COLOR #1 COLOR #6 r-F.«,,,, I \., U 11 \., r.0 IL. rP1I I LL SMOOTH FORM SIDE PAINTED COLOR #3 w z J EAST ELEVATION 2 v PRECAST WALL PANELS — 19,068 S.F. GLASS — 288 S.F. Q DOORS — 120 S.F. TOTAL — 19,476 S.F. NORTH ELEVATION w PRECAST WALL PANELS — 26,082 S.F. z GLASS — 1,400 S.F. — DOORS — 1,992 S.F. J TOTAL — 29,474 S.F. U Q J W Z Q a 0 J W Z Q W 0 in FINISHED FLOOR EL. = 100'-0" L A M P E R T A R C H I T E C T S 420 Summit Avenue St. Paul, MN 55102 Phone:763.755.1211 Fox:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UNDONE LAWS OF THE S;,TE� � E OTA. �`M SI ATURE Or LEPE T PRINT ` ` 13669 V LIC v 6� 0 U NITED PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 Y W LU (�e �e Cz U ce o Q N a� W Q W � 3 z Y J WZ) � J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drawn By: JRB Checked By: ILL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL UILDING ELEVATIONS Sheet Number Project No. 151007-1 a a 0 v W N E O C N w w z J M r1 Tr Al 71 Al C"i r1AI A/1r I rYrl A TI/'1A1 LEI z J PARTIAL SOUTH ELEVATION 3. SCALE: 1 /16" = 1'-0" 2 PARTIAL SOUTH ELEVATION 3. SCALE: 1 /16" = 1'-0" 4 PARTIAL WEST ELEVATION 3. SCALE: 1 /16" = 1'-0" WEST ELEVATION w PRECAST WALL PANELS — 18,331 S.F. z GLASS — 1,049 S.F. DOORS — 96 S.F. J TOTAL — 19,476 S.F. 2 U Q J W Z Q d a 0 w z J J W Z Q a 0 SOUTH ELEVATION PRECAST WALL PANELS — 25,772 S.F. GLASS — 528 S.F. DOORS — 3,264 S.F. TOTAL — z a. 29,564 S.F. L A M P E R T A R C H I T E C T S 420 Summit Avenue St. Paul, MN 55102 Phone:763.755.1211 Fox:763.757.2849 lampert@lampert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UND -NE LAWS OF THE ST TES � E OTA. SI ATURE Or LEPE T PRINT 13669 V LIC �TEO ' tea` 0 U NITED PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 Y W LU (�e �e Cz U ce o Q N a� W Q W � 3 z Y J WZ) � J J U Copyright 2016 Leonard Lampert Architects, P.A. Project Designer: JAMES B Drawn By: JRB Checked By: ILL Revisions 3/18/16 PRELIMINARY 6/14/16 CITY SUBMITTAL UILDING ELEVATIONS Sheet Number J Y W w of U W Q Q w J U `1 L,..I w U W H Q Q w J U E O C N w OPEN AREA ELIGIBLE OPEN AREA - ±216,450 S.F. (NOT INCL. POND, UNDISTURBED AREAS, OR FDN PLANTINGS) REQUIRED PLANTINGS TREES = 216,450 S.F. AT 1 TREE/2,000 = 108 TREES 164 TREES PROVIDED SHRUBS = 216,450 S.F. AT 3 SHRUBS/2,000 = 325 SHRUBS 326 SHRUBS PROVIDED BUFFER/SCREEN BETWEEN PARKING AND STREET = 30" TALL CONT. YEAR ROUND PLANTINGS + 1 TREE PER 50 FT BETWEEN LOADING AND STREET = 6 FT TALL CONT. YEAR ROUND PLANTINGS + 1 TREE PER 50 FT N T E R S T A T E 3 5 E S00041'32"W - — - - — — - -RELOCATE EXISTINGis - —SEED SEED ROCK BILLBOARD Va_=---____- ---- -----------_--- MULCH — — — — — — — — — — — --- —BED— — --— — — — — — — — — — 1-1.3 J a3 MUL BED LANDSCAPE NOTES: 1. SEED AREAS AS SHOWN ON THE PLAN. STORM WATER BASIN SEED MIXTURE = MNDOT MIX #328 OR EQUAL 2. SEE PLAN FOR PLANTINGS TO BE PLANTED IN ROCK MULCH BED. PLANTING BED SEPARATED BY BLACK VINYL EDGER. OTHER PLANTINGS TO HAVE WOOD MULCH RING TO PREVENT WEED GROWTH 3. UNDERGROUND IRRIGATION SYSTEM TO BE PROVIDED FOR ALL FOUNDATION PLANTINGS AND SODDED AREAS. PROVIDE MOISTURE SENSOR. DESIGN BY CONTRACTOR. 4. SITE IS VOID OF EXISTING SIGNIFICANT VEGETATION. 5. FINAL SPECIES SELECTION TO BE VERIFIED WITH THE CITY ENVIRONMENTAL BOARD LANDSCAPE REQUIREMENT CANOPY COVER PARKING AREA — 46,000 S.F. REQUIRED CANOPY COVER = 46,000 S.F. X 40% = 18,400 S.F. ISLAND TREES (14) AT 500 S.F. EACH = 7,000 S.F. PERIM. TREES (41) AT 300 S.F. EACH = 12,300 S.F. 19,300 S.F. PROVIDED FOUNDATION PLANTINGS ELIGIBLE FOUNDATION - 1,400 FT. REQUIRED PLANTINGS TREES WITHIN 30 FT = 1,400 FT AT 2/100 FT = 28 TREES LARGE TREE = 4 TREES MED. TREE = 46 (2/3) = 31 TREES 35 TREES PROVIDED SHRUBS WITHIN 30 FT = 1,400 FT AT 6/100 FT = 84 SHRUBS I 164 SHRUBS PROVIDED N89°43'1YE 0.72 / S02°48"39""E S89018'38"E 41.36 42.01 - - - °-�E -SODS S61053'12E - / 5 5. 4-5 / r ROCK MULCH S49°27fk2"E BED RETAIN TREES NATURAL FORM. 67. 8 // z� REMOVE ONLY DEAD OR DAMAGED BRANCHES DO NOT CUT LEADERS o�` ✓ // / rr rr J / tcO \C N r 9 r ROOT COLLAR 1-2" i �� u� " ii J � J ABOVE GRADE Q) d II WOOD CHIP MULCH e0 REMOVE WIRE BASKETS AND J , v ii u POLY TIES. CUT BURLAP FROM // v J it J t UPPER 1 /2 OF BALL /j / + ill u EXISTING GRADE CI ��Q �� / n n J /� / I J BACKFILL WITH EXISTING SOIL. ,� C 1 ,z ® I ill WATER THOROUGHLY TO i ELIMINATE AIR POCKETS ,CLQ) M II II BREAK DOWN SIDES OF HOLE °z J J UNDISTURBED SOIL BENEATH BALL S32026'38"E / \ // Q\ ® II II II 33.35 // P J� �4f/\�XII R ;IkeI N J 3 TREE PLANTING DETAIL L1 SCALE: NOT TO SCALE �� G 45 I II II � o ° u lb � II II II S40°47'35"E G' / I� 41.48 � n II II GROUND COVER OR MULCH AS SPEC. o ✓ J / �� II II III � J TURN BACK BURLAP �Dc� �� / / �PF / ill o REMOVE POLY AND WIRE / F� n ii J S3900550E ® PI I. __1 SET BALL ON 37.80 ,/ / ii I pl UNDISTURBED GROUND a ;I u BACKFILL WITH S55°38'16"E EXISTING SOIL 30.67 ,' VO 2 SHURB PLANTING DETAIL °o� �� /// �� J L1 SCALE: NOT TO SCALE �D0 tK . j// ���0 / P0NDING ®®®®®®®® ®® / J�O Npi C SOD 0. ROCK 10 / / 10 00 MULCH 'ADr r3 oh / ' 6 �" / 10 Gj� / ® 10 00 / I ©0 10 I ® r r ,"7�n7 /// < IH � ('V ® 10 — --- OeK— --- — — — — — — — — — — — — — — — — — — — — 0 10 43 MULCH 10 bi / SEED © © SEED © © UJ N f < I :E� H d<a� PLANTING SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME SIZE MTH IJF EMARKS 9 AB AUTUMN BLAZE MAPLE ACER SACCHARUM 2.5" BB 6 IH IMPERIAL HONEYLOCUST GLEDITSIA TRICANTHOS 2.5" BB 30 CT COFFEE TREE GYMNOCLADUS DIOICUS 2.5" BB 12 OB OHIO BUCKEYE AESCULUS GLABRA 1.5" BB 5 SC SPRING SNOW CRAB MALUS SPRING SNOW 1.5" BB 41 RS RED SPLENDOR CRAB MALUSxHYBRIDS 'RED SPLENDOR' 1.5" BB 5 RB RIVER BIRCH BETULA NIGRA 1.25" BB CLUMP 43 BH BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' BB 41 WP WHITE PINE PINUS STROBUS 6' BB 22 RP RED PINE PINUS RESINOSA 6' BB 84 RD RED TWIGGED DOGWOOD CORNUS BAILEYI 'CARDINAL' #5 CONT. 84 BB COMPACT BURNING BUSH EUONYMUS ALATUS 'COMPACTA' #5 CONT. 46 JB JAPANESE BARBERRY ROSY GLOW BERBERIS THUNBERGI 'ROSY GLOW' #5 CONT. 10 BJ BLUE CHIP JUNIPER JUNIPERUS BLUECHIP #5 CONT. 80 GD GARDEN GLOW DOGWOOD CORNUS HESSI GARDEN GLOW #5 CONT. 86 TA TECHNY ARBORVITAE THUJA OCCIDENTALIS #5 CONT. 100 PS PURPLE LEAF SANDCHERRY PRUNUS CISTENA #5 CONT. J 3 3 3 0 3 Elm3 I WETLAND NO. 7 I I W3�� �3 �3 n3 WETLAND NO. 6 ------------ WETLAND N0. 5 --------------- PROPOSED BUILDING 10 ca3 ca3 ca3 ca3 ca3 ca3 ROCK - MULCH BED F L r L r L r L r L L L r L F L F L r L r L r L F L r L r L r L r L r L SEE DETAIL 5/A1_1 FOR SCREENING L r L r L r L r L F L L r L r L r L r L L F, z L L F L X x o 111,rf .rya® ®r._ --a. ---------- ►j/� �i Ij/�� /' , /� \VI �� i; o�doseeeee°ai°.eeeeee°ad ix �IJ' \71' \`I1'- \I1'" \'11' \,'�l" \,'�l" ,� ,� ,� 1e���.eeeee°e1e/(eyeeeeee°e1a)�'� M1! p O ,O p O O _A O O O ,O O O O Or O O O Or O 0 O 0'r O O O Or O 0 O Or l �� •°•- `ram —.°��. � `G O / � _.�i�V A � � � � . � i .l1r�. � ��1.�, � .1. • �., • .lt1 �. • .T. a .r, • .1. • .�.e • .�.. ' � I. II II II II II W W 1► �I 0 W W V) <--SOD--> Z 1 LANDSCAPE PLAN �e L1 SCALE: 1" = 60'-0" 0 Z . . /M R� QRE01 ov, ��M� FAR �,oc U NITED aP � p PROPERTIES 3600 American Blvd. W. Suite 750 Bloomington, MN 55431 952-835-5300 Drawn By: JRB Checked By: ILL Revisions 4/19/16 PRELIMINARY 6/14/16 CITY SUBMITTAL LANDSCAPE PLAN Sheet Number L1 Project No. 151007-1 Luminaire Symbol Schedule Label Quantity 6 Manufacturer Lithonia Lighting Catalog Number DSXO LED 40C 1000 40K T4M Description DSXO LED with 40 LEDs @1000 mA , Lamp LED Number Lamps 1 Lumens Per Lamp 15212.89 Light Loss Factor 0.85 Wattage 138 ❑ MVOLT 4000K, Type 4 Medium Optics AA 2 Lithonia Lighting DSXO LED 40C 1000 40K T4M DSXO LED with 40 LEDs @1000 mA , LED 1 15212.89 0.85 276 ❑ MVOLT 4000K, Type 4 Medium Optics ° AA1 El BB 20 Lithonia Lighting DSXW2 LED 30C 1000 40K T4M MVOLT DSXW2 LED WITH 3 LIGHT ENGINES, 30 LED's, 1000mA DRIVER, 4000K LED, TYPE 4 MEDIUM OPTIC LED 1 11128.9 0.85 109 ----------------- ------------------------------------------------------------------- `0.0+0.0+0.0*0.0+0 Of0.0{0.0$0.0}+ 0.00.07 0.0+0.0+0.0+0.0+0.0+0.0 -------------------------------------------------- ---- ---"--------------------�0.0+0.0+0.0*0.0}0Of0.0{0.0$0.0}0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+O.O+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+Q.0 +O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+Q.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o d.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.0 8.0 µo.o+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+Q.0 t0.0+o.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+p.0 ,0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 00 00 0o O.D_0.0 0.0 0.0 OA O.Oi,'O.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t -+- �- + - + .o + -+ + + + + + + + + + + + + + + + + + + + + + + 0.0 0-0-_0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.O :- - - -- -- Q D-0A-0-0-0ii-0 0 0 A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + #-+- + + + + + + + + + + + + +--+�-T� -o--0� + + + + + + + + '- +6-f + + + + - - ' o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o_o.o o.D_n.o�.D o.o�o-e.Dv�ob�D a.o o.o o.o o.o o.o o.o o.o o.o o.o o.o_D n_o.0-o-a Q.�-0b+o.o o.o o.o}D.�*o� o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o' _ 0.0 0.0+0.0 0.0 O,Q o-o-0. 0.o�O 0.0-0.0 o n 0 n n n 0.0 0 0 0 0 0.0 o 0 o-O+OL oA+o.,D 0,0-0.& 0-0 08 O."+ O-U..D D.0 O.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-0.0t}.&Q.II 0�66+D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.0 0.0 O.D O.O 0.0�0�.0 0.0 9fl�.o o.o D. -0.0- ... 6..0-0.0 0.0 0.0 0.0 0 0;- - - 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0.OAAOoL.O-0�-0trD.DD.00.00.00.00.00.00.00.00.00.0_0.0-�}.0000.D0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0; + + + + + + + + + + + + +- +- f + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0.0 0.0-D.0 Q.0 0.0 0.0 OA 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0_00_A.D OAS.&D.0 0:0 O:D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, \ + + +- + . +--+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0_0 0_0 0.0 0.0_Q,RD_t_�'�-4.3�-9-6�8't>�YiYa-6:1-$40-'h�4�%9-9.a-8:1-d-'�-�4A:4--8.a-8T1-D-1-A.1-0.1_0.]_01_D_1b111]_D•D�,R9QSLQ 4,Q_0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.a., + +' ----------------- 0.0 0.0 Q.0 +0.0+�.O 0.0+0.0+0.0+Q.0 0.0 0.0\+0.0 0.0 0.0 8.0 ----- O.0+0.0+0 Q+0.0+0.O+d.O ----- ------ - \ - +0.0+0.0+0.04b'0+0.0+g.0 +0.040.0+0.0+0.0+0.0+q.o +0.0 0.0+0.0+0.0+o.o+q.O FA jh] + + 0 25 BB @ 25' BB @ 25' %+ + + + + + +0.0 0.0+0.0+0.0+0.0+d.0 0.0 0.0 .0 0. 0.3 0.4 0.4 0.5 0.5 0 1 +0.0 0.0+0.0+0.0+0.0+d.0 +0.0+0.0 V ; ' +0. 0.3+0.4+0.5+0.6+0.7+0.7+0 / 0 +0.1 +0.1 +0.0+0.0+0.0+0.0 \ + + +. + + + + + + + + + + + + + + +' \ 0.00.00�1 0.10. 0.30.50.60.80.91.00� 0.0 0.0 0.0 0.1 0.1 0. 0.4' .2 0.1 +0.1 +0.0+0.010 +0.0+0.0+0.0+0.1- .3+0.2+0.1+0.1+0. 'q 3 + .3 0.1+0.1+0.0+O.0+d.0 +0.0+0.0+0.0+0.1+ .2 .4+0.6+0.8+1.0+1.3+1.7 ..6 +2.3+1.6+1.1+0.9+0.7+0.5+ 3+0.2+0.1+0.1+0. +0 + .3 0.1+0.1+0.0+0.0+d.o + + + + + + + + + + '+ + + + + + + +--+--+-+- -. ' 10.0 0.0 0.0 0.1 .3 .4 0.6 0.8 1.0 1.4 1.8 t @ 25' 1. 1.1 1.8 .7 0.5 .3 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.6 2.3 q.9AA @ 22' ; .3+0.1+0.1+0.0+0.0+0.0 + + + + + + + + + + - + + + + + + + + + + + + +' 0.0 0.0 0.0 0.1 .2 0.6 0.8 "- t.3 1.8 7 8 1.4 1.1 1.6 9.7 0.5 .3 0.2 0.1 0.1 0. 0.3 0.6 0.9 1.2 1.6 2.1 �.2 ; + •3+0.1 +0.1 +0.0+0.0+Q.0 + + + + + + +� + 9 + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 .2 .4 0.6 0.8 1.21.1 1.3 31 Y1.3 1.1 1.0 0.8 1.7 0.6 0 4 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.5 1.6 A.0 + .3 0.1 +0.1 +O.O+O.O+a.O + + + + + + o+ + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.3 0.5 0.6 7 0.9 0.9 1.0 .9 0,9y0.9 0.9 0.8 0.6 0.5 0 4 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.0 1.2 1.3 1.3 +0.2 0.1 +0.1 +0.0+O.O+dO +0.0+0.0+0.1+0.1 .3+0.4+0.6+0.6+0.7+0.8+0.8 +0.1+0.8+0.7+0.7+0.6+0.5+ .4+0.2+0.2+0.2+0. +0.4+0.6+0.7+0.8+1.0+1.0+0.9 , +0.1 0.1+0.1+0.0+0.0+0.0 + + + + + + f + + + + + + + + + + + + + + + + + + + +' 0.00.00.1 0.20. ..0.60.70.70.7 0.6 .90.6 .50.30.20.20.20.2 .30.50.60.70.80.8C1i7 +0.1+0.1+0.1+0.0+0.0+0.0 0.0 0.0 0.1 0.2 0.2 0.6 0.7 0. 5 0.7 0.7 0. 0.4 0.3 0.2 0.2 0.2 0.2 0.3 4 0;6 ; +0.1 +0.1 +O.O+O.O+O.O+a.O i - / +0.0+0.0+0.1+0.1+0.2+ .4+0.5 + . + .7 0.6 +0.6+0.7+0.7+0.7+0.6+0. +0.3+0.2+0.2+0.2+0.2+0.3+ .4 . + . + . + .7 Q6 + + + + + +' 0.1 0.1 0.0 0.0 0.0 a.0 +0.0+0.0+0.1+0.1+0 +0.4+0.5+0.6+0.7+0.7+0.7 +0.7+0.7+0.7+0.7+0.6+0.5+ .4+0.2+0.2+0.2+0.2+ .3+0.4+0.6+0.7+0.8+0.7+Oi6 ; + + + + +' , 0.1 0.1 0.1 0.0 0.0 Oi.O 0.0 0.0 0.1 0.1 .3 0.4 0.5 0.6 0.7 0.8 0.8 .7 � 0.8 n u n a n � -0.8 0.5 0. 0.2 0.2 0.2 0. 0.4 0.5 0.7 0.8 0.9 0.9 0r8 +0.1 0.1 +0.1 +0.0+0.0+Oi0 + + + + + + -� �+ +� + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 .3 0.5 O.6 0.7 0.8 0.9 1.0 .9J 1.2 1.1 1.0 0.6 0.7 0.6 0 4 0.2 0.1 0.1 0. 0.4 0.6 0.8 0.9 1.1 1.2 1 1 +0.2 0.1 +0.1 +0.0+0.0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 .2 i0.4 0.6-0:8 1:�1.1 1.3 .3 2 i 1.3 1.1 1.0 0.7 0.5 .4 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.3 1.5 1 + •3+0.1+0.1+0.0+0.0+0,0 +0.0+0.0+0.0+0.1+ 21�b 4+0.6'-0.8 1 0+L3 1.7 .7 +2.3 1. 115 0 9+0.7+0.5+ 3+0.2+0.1+0.1+0. +0.4+0.6+0.9+1.3+1.6+1.9+ + .3+0.1+0.1+0.0+0.0+0 0 + + + + + + + + + + RB + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 2 hh.4 0.6 0.8 1.0 1.3 1.8 -Z.�1�1.1 0.9 0.7 0.5 .3 0.2 0.1 0.1 0. 0.3 0.6 0.9 1.2 1.6 2.2 3 • Y � @ 25' + .3 0.1+0.1+0.0+0.0+0;0 + + + + + + + �8' + + + + + + -+' + + + + + + + + + + + + + AA @ 2 0.0 0.0 0.0 0.1 .2 0.4 0.6 0.8 1.0 1.3 1.7 .7� [ 1.8 1.3 1.1 1.0 0.7 0.5 .3 0.2 0.1 0.1 0. 0.3 0.6 0.9�.2 1.++ + .3 0.1 +0.1 +0.0+0.0+0�0 + + + + + + + + + + + + '1 + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 .2 0.4 0.6 0� Y:0 1.1 1.3 .3 1.2 1.1 1.0 0.9 0.7 0.6 0. 0.2 0.1 0.1 0. 0.4 0.6 0.9}fi 3 1. .3 0.1 0.1 0.0 0.0 0.0 + + + + + + +'+ . + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.7 0.9 0.9 1.0 .0 0.9 0:9-0.9}O:E�+061 0.6 04 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.3 1.5 1 0.3+0.1+0.1+0.0+0.0+0,0 +0.0+0.0+0.1+0.1+ .3+0.4+0.5+0.6+0.7+0.8+0.8+ .7 +0.7T0.8+0.7+0.7 0.6 0 5+ .4+0.2+0.2+0.2+0. +0.4+0.6+0.8+0.9+1.1+1.2+1 +0.2 +0.1 +0.1 +0.0 +0.0 +0; 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0. 0.4 0.5 0.6 0.7 0.7 0.7 � 0.6 .7 0.6 .5 0.3 0.2 0.2 0.2 0. 0.4 0.5 0.7 0.8 0.9 0.9 018 +0.1 0.1 +0.1 +0.0+0.0+0<0 + +0.0+0.0+0.1+0.1+0.2. +0 + .5 , L + +0.7+0.7+0. + . +0.'1'+0.3+0.2+0.2+0.2+0.2+0. +0.5+0.6+0.7+0.8+0.7+07 i + + + + + + 0.1 0.1 0.1 0.0 0.0 0+0 0.0 0.0 0.1 0.1 0.2+ ,4 0.5. .7 0.6 0.6 O:i 07+0.7 0.6 0. 0.3 0.3 0.2 0.2 0.2 0.3 0 .5 0.6 0.7 0.7 +0.1 0.1 +0.1 +0.0+0.0+0!0 +0.0+0.0+0.1+0.1+0 +0.4+0.5+0-0+0.7+0.7+0.7+ . J +0.6+0: 8 7+0.7+0.6+0.5+ 4+0.3+0.2+0.2+0.2+0 0.4+0.5+0.7 0.7+0.7+0 +0.1 0.1+0.1+0.0+0.0+0:0 0.0 0.0 0.1 0.1 .3 0.4 0.-9:-7--0.8 0.8 .7 0.8 0.9 0 9+0.8 0.6 0.6 0. 0.3 0.2 0.2 0. 0.3 0.5 0.6 0.7 0.8 0.8 0 7 +0.1+0.1+0.1+0.0+0.0+00 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 3�pf.4 0.6 0.7 0.8 0.9.4-0 .0 I 1.2 1.1 1.0 0.9 0.7 0.6I 04 0.2 0.2 0.2 0. 0.4 0.6 0.7 0.8 1.0 1.0 0 � +0.1+0.1+0.1+0.0+0.0+0;0 +0.0+0.0+0.0+0.1+ .2,0.4+0.6$OR+1 n+� �+�:3+ .3 J+1.7+t"+1.0+0.8+0.6+04+0.2+0.1+0.1+0. +0.4+0.6+0.9+1.0+1.2+1.3+1j3 + .3 0.1+0.1+0.0+0.0+010 + + + + + + +'+ + + + + + + II+ + + + + + + + + + + + ' 0.0 0.0 0.0 0.1 .2 0.4 06-0.8 1.- - .8 1 93 1 6 1 9 �.0 0.7 0.8 04 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.5 1.6 2' + .3 0.1+0.1+0.0+0.0+00 + + + + + + + + + + + g + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 .2 0.4 0.6 0.8 1.0 1.3 1.8 @ 25' 1� 1.2 1.d 0.7 0.5� 0 4 0.2 0.1 0.1 0. 0.3 0.6 0.9 1.2 1.6 2.1 3� + .3 0.1 +0.1 +0.0+0.0+0;0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' 0.0 0.0 0.0 0.1 .2 0.4 0.6 0.8 1.0 1.3 1.7 .9 1.8 1.4 1.1 1.0 0.8 0.6 0 4 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.6 2.3 3 b"AA @ 2 .3 0.1 +0.1 +0.0+0.0+0;0 +0.0+0.0+0.0+0.1+ .2+ .4+0.6+0.8+1.0+1.1+1.3+ .3 �- +1.2+1.1+1.0+0.9+0.8+0.6+0. +0.2+0.1+0.1+0. +0.3+0.6+0.9+1.2+1.6+2.1+3i2 + .3 0.1+0.1+0.0+0.0+0;0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' 0.0 0.0 0.1 0.1 .3 �.4 0.6 0.7 0.9 0.9 .Q .0 0.9 0.9 0.8 0.7 0.6 0 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.5 1.6 210 + .3 0.1 +0.1 +0.0+0.0+0:0 " 6 +0.0+0.0+0.1+0.1+ .3+0.4+0.5+0.6+0.7+0.8 0.8+ 7� -d6a +0. + + .7+0.7+0.6+0.5+ .4+0.3+0.2+0.2+0. +0.4+0.6+0.9+1.0+1.2+1.3+1;3 + + + + + t 0.2 0.1 0.1 0.0 0.0 O10 +0.0+0.0+0.1+0.1+0. +0.4+0.5+0.6+0.7+0.7+0.7+ . +0. + + + 7+0.6+ . +0.4+0.2+0.2+0.2+0. +0.4+0.6+0.7+0.9+1.0+1.0+0+0.1 0.1+0.1+0.0+0.0+0:0 7 ++++++++ + ++++++++++ +++++ 0.0 0.0 0.1 0.1 0.2 .6 0.7 0. 5 0.7 0.7 0. 0.5 0.3 0.2 0.2 0.2 0.2 .3 0.5 0.6 0.7 0.8 0.8+ 0,7 +0.1 +0.1 +0.1 +0.0+0.0+0;0 +0.0+0.0+0. 1 +0. 1 +0.2+ . 0.5 + . + . 0.6+ . _ +0.6+0.7+0.7+0.7+0.6+0. +0.4+0.3+0.2+0.2+0.2+0.3 A+ + . + +0i6 , +0.1+0.1+0.1+0.0+0.0+00 + + + + + + + + + + + +0.6+0.7+0.7+0.7+0.6+0. +0 +0.3+0.2+0.2+0.2+0.3+ •4 + + + 7 O7� +0.1+0.1+0.1+0.0+0.0+Oi0 0.0 0.0 0.1 0.1 0. 0.4 0.5 0.6 0.7 0.7 0.7 .6 " + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 .3 0.4 0.5 0.6 0.7 0.8 0.8 .7 0.8 0.9 0.8 0.8 0. 0.3 0.2 0.2 0.2 .3 0.4 0.6 0.7 0.8 0.7 0 G ; 0.1 0.1 0.1 0.0 0.0 00 0.0 0.0 0.1 0.1 .3 �0 4 0.6,0,7-0,8+0 9 1.0 .O� 122 "+" 0.9 0.8 0:6 0. 0.3 0.2 0.2 0. 0.4 0.5 0.7 0.8 0.9 0.9 0�B i +0.1 0.1+0.1+0.0+0.0+0:0 + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 .2 0.4 0.6 0.8 1.0 1.1 1.2 .3 1.74-,4-14-1.Q 0.8 OA 04 0.2 0.1 0.1 0. 0.4 0.6 0.8 0.9 1.1 1.2 1i1 +0.2+0.1+0.1+0.0+0.0+0;0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + ' 0.0 0.0 0.0 0.1 .2 0.4 0.6 '0�-1-.0 L2 1.6 8 2.3 1.7 Y2 T:� 0.8 0.� O. 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.2 1.3 1.5 1 .3 0.1 0.1 0.0 0.0 00 + + + + + + + + + + + BRR + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 .2 0.4 0.6 0.8 1.0 1.3 1.7 '� @ 25' Z.4�.��.2 1.0 0.8 0.6 04 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.3 1.6 1.9 2 + .3+0.1+0.1+0.0+0.0+Oi0 +0.0+0.0+0.0+0.1+ .2+0.4+O.6b.8+1.0+1.2+1.7+ .9 +1.e1.4+1.2+1.0+0.8+0.6�O +0.2+0.1+0.1+0. +0.3+0.6+0.9+1.2+1.6+2.2+3 1 _ + .3 0.1+0.1+0.0+0.0+00 + + + + + + + +� + + + + + + + + + + + + + + + +AA 0.0 0.0 0.0 0.1 .2 0.4 0.60&8+".1 1.3 .4 1 T0+O 0.8 O.b� 0. 0.2 0.1 0.1 0. 0.3 0.6 0.9 1.2 1.6 2.2 3 @ + .3 0.1+0.1+0.0+0.0+0:0 + + 0.0+ 0.0+ 0.1+ 0.1+ .3+ 0.4+ 0.6�+ + 0.7 0.9 0.9+ 1.0+ + .0 - 0.9� + �:9 �:+ 9 0.7+ 0.6+ + 0. 0.3+ 0.1+ 0.1+ + 0. 0.4+ 0.6+ 0.9+ 1.3+ 1.6+ 1.9+ 2 5 + .3 0.1 +0.1 +0.0+0.0+0'0 + + + + + + + + + + + + + + + + + + + + + + + + 0.00.00.1 0.1 3�.40.50.60.70.80.8 .7 0.7#67+0.7+0.70.60.5 .40.30.20.20. 0.40 0:912 T.3T 0.3+0.1+0.1+0.0+0.0+0A +0.0+0.0+0.1+0.1+0.2+ .4+0.5+0.6+0.7+0.7+0.7+ . +0.6+0 + + 7+0.6+ . +0.4+0.3+0.2+0.2+0. +0.4+0.6+0.8+0.9+1.1+1.2+1 _ +0.2+0.1+0.1+0.0+0.0+0;0 +0.0+0.0+0.1+0.1+0.2+ . + + .6 0.7 0. + .6 + +0.7+0.7+07+ . + .5 0.3+0.3+0.2+0.2+0. +0.4+0.5+0.7+0.8+0.9+0.9+0. . +0.1+0.1+0.1+0.0+0.0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.2 0.5b. 7 0.6 0.6 0.7 0.7 0.7 0.6J 0.4 0.3 0.2 0.2 0.2 0. 0.5 0.6 0.7 0.8 0.7 0. +0.1 0.1+0.1+0.0+0.0+0{0 ` + + + + + + iY -+ + + + + + + + + + + + + + + + f' 0.0 0.0 0.1 0.1 0. 0.4 0.5 oO:B-6:� 6:� �� .6 0.6 0.7 0.7 0.7 0. 0.3 0.2 0.2 0.2 0.3 0 .5 0.6 0.7 0.7 i +0.1 0.1+0.1+0.0+0.0+0�'0 �d + 0.0 0.0 0.1 0.1 .3 0.4 0.5 0.6 0.7 0.8 0.8 .7 0� 0.9 0.9 0.8 0.7 0. 0. 0.3 0.2 0.2 0.2 0 0.4 0.5 0.7 0.7 0.7 0. r +0.0+0.0+0.1+0.1+ .3+ .4+0.6+0.7+0.8+0.9+1.0+ .0 +1.2+1.1+1.0+0.9+0.8+0. +0. +0.3+0.2+0.2+0. 0.3+0.5+0.6+0.7+0.8+0.8+0. ; + + + + + + 0.1 0.1 0.1 0.00.00}J + + + + + + + + '+' --+ + + + + + + + + + + + 0.0 0.0 0.0 0.1 0.1 2 .4 0.6 U.8 1.0 1.1 1.2 4 ] 1.6 1.4 1.1 1.0 0.8 0.6 0. 0.2 0.1 0.2 0. 0.4 0.6 0.7 0.8 1.0 1.0 0. ; +0.1 +0.1 +0.1 +0.0+0.0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.1 0.1 0 2 .4 0.6 0.8 1.0 1.2 1. .9 2.3 1.7 1.2 1.0 0.8 0.6 0. 0.2 0.1 0.1 0. 0.4 0.6 0.9 1.0 1.2 1.3 1. � � 3 1+0.1+0.0+0.0+0,D :+ + + + + + + + +t+�- BR��� + + + + + + + + + + + + + + + WETLAND 0.00.00.00.1 0.1 0.1 3 .40.60.81.01.31.7 B@25' �3�CT .21.o-Q.80.60. 0.20.1 0.1 0. 0.40.60.91.21.51.62.1 +.3 .1+0.1+0.0+0.0+0� NO 2 + + + + + + + + + + + + + + + '++ + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.1 0.1 0 3 0.4 0.6 0.8 1.0 1.2 1.7 .0 1.7 1.4 1.2 1.0 0.8 0.6 0. 0.2 0.1 0.1 0. 0.3 0.6 0.9 1.2 1.6 2.1 31 + .3+0.1 +0.1 +O.O+O.O+O-i + + + + + + + + + + + -+ + + + + + + + + + + + + + + + nyn�_n� n1b2 bZ�.8_1.D__.4 1.2 1.1 1.0 0.9 0.8 0. 0. 0.2 0.1 0.1 0. 0.4,0�"+1T.5+1"Z�%b`"Z3+3b* '+ + + + + + AA @ 22' ; .3 0.1 0.1 0.0 0.0 O.b 0.8 0.7 0. 0. 0.3 0.1 0.1 0. 0. + .3+ .1 +0.1 +0.0+0.0+0.0 - +0.7 0.8 0. +0.7+0.6+0. + .4+0.3+0.2+0.1+0. +0.4 ®�-->_f,, I + •3 .1+0.1+0.0+0.O+O.p + + + II+ + + + + + �+ + + + + + + + + + + 0.7 0.7 0.7 0. 0. 0.� 0.6 0.6 0. 5 0.6 0. 0. i 7.0.6 0.4 0.3 0.2 0.2 0. 0.4 0.6 0.8 1.0 1.2 1.,� +0.2 .1 +0.1 +0.0+0.0+0.� + + + + + + + + + + + + + + + + + + + + + + + + 1.1 1.01.01. 1. 1. 0.80.70.E 6 6 0.70.70.7 . 50.40.30.20.20. 0.40.50.70.80.91.b +0.1 .1+0.1+0.0+0.0+A + + + + + + + + + + + + + + + + .9 1.2 1.6 1.6 1.6 1.6 1.6 1.3 1.0 0.8 0.7 0. 0.6 0. + 7 0.6+ 0.7+ 0.7+ 0.7+ 0.6+ 0.5 .4+ 0.3+ 0.2+ 0.2+ 0.2 .3+ 0.4+ 0.5+ 0.6+ 0.7+ 0.b � +0.1+0.1+0.1+0.0+0.0+O.i) + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + ' , 1.01.41.92.22.1 2.22.01.51.1 0.90.8 70.60.60.70.74.7 0.60.70.80.70.60.60. 0.30.30.20.20.3-_30.40.50.60.¢ +0.1+0.1+0.1+0.0+0.0+0.0 + + + + + + + + + + + + ------------------ ------------ 1.1 1.5 2.1 2. 2 2.9 21.E 1.2 0.9� 0. 0.6 0.7 0.7 0. 8 + + + + + + ' + + + + II + + + + + + + + + 0.1 .1 0.1 0.0 0.0 O.Q 1.1 1.9 3.4 4. 3 4.7 .6 2.0 1.2 0.9 0. 0 0.7 0.7 0.8 0. .0 +0.1 .1 +0.1 +O.O+O.O+O.p 1.42.1 3.55. E.3i/2`1.31.51.1 0. 0.70.81.01. 2 0.80.7 .50.50.50.60.7 .70.70.70.7O.f +0.1 .1+0.1+0.0+0.0+0.b ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1.1 1.7 2.4 3. 6 3.3.4 11.8 1.20. 0. 0.7 0.8 1.0 1. _____.' 0.810.7 ¢ 0.5 0.6 0.8 0.9 0 1.0 1.011.01 Lb,--- +0.2 .1+0.1+0 1 1 + + + + + + + + + + + + + + + + gg + + + + + + + + + + + + + + + 1.1 1 1.61.2 0.9 0. 07 0.7 0.8 1. 1.6 211.2 1.0 0.8 0 .6 0.6 0.7 0.9 1.21.41.41.41.4 1.4 B @ 25' +0.2+0.1+0.1+0 1.0 .5 2.1 2.3 2.1 2.3 2.1 1.6 1.1 0.8 0. 0. 0.7 0.8 0 1.2 1.5 / 1.4 1.1 1.0 0.8 0. .6 0.7 0.8 1.0 1.4 1.9 2.1 2.0 2.1 1.8 +0.2+0.1 +0.0+0 to.. + + + + + + + + + + + + +1L + + + + + + + + + + + + + + + �+ + + + + 9 .2 1.7 1. 7 1:8 p.8 .3�1.0 0.11 0. .6 0.7 0.8 �.0 1.1 1;.2 1.3 1.1 1.0 0.9 0.8 0. 07 0.7 .9t1.1�1.5 2.2 2. 8 2.7 2.1 1.5 1A 0.1 .1 0.0 0 + + 1+1.4+1. +1 6+ 8+ 4 1. 1.8+-0 6+0. +0 6+0.6+0.7+O.8+O.9+i.O - ----- }0.9RR 0 25 +0.9+0.8+0.7 0.7+0. +0.6+0.7 .8+1.1 1.9+3.0+3.9+ 3+3.8+3.0 1 8+1.� +0.1+ .1+0.0+0 1.0}1.5 2.1 2. .3 } T _'.0 �B-� - r---------- --- 0.6 0.6 0. 7+0.9 .2 1.5+2 +3 +5 i + + +22+1 + + + + {�3242',____ 0.2 .1 0.0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + 3. 1.2 0. 0. 0.6 0.6 ` 5 .7 .9 1.2 1.5 1.7 1.7 1.3 1 0 0 8 0.6 0.5 .5 0.5 0. 0. 0.9 1.2 1 5 1.7 .7 .3 1.0 0.8 0. 0. 5 0.5 .6 .7 .9 1.2 1. 1. 1. 1 3 1 0 a.8 .6 .5 .5 0. 0. 0.7 0.9 1 �2+1].5:�.6�.6 1.3 1. 0. 0. Oi4 0.5 .5 0.6 .8 1.1 1. 2. 3. 2 362.8 1.8` ;0.1 0.1 0.00 k + + + + * + �+ + +' + + -1 + + + �+ + + + + + + + -, �+ + + + + + + + + + + + + + + + -0.6-0.7-0. + + +++++1.41.722 .5 .3 .8 .51.1 0. 0.7 .6 0.50.5---� 0.5 .7 .91.01.21.21. 1.i 0.90.80.60.E .50.60.60. 0. 1.01.21.21.21.1 0.90.80.60.E .50.60.60.70.91.01.21.21.21.1 0.90.80.60.E .50.691.01.2.21.21.1 0.90.70.60. 60.50.50. 40. 0.50.70.91.1 1.52.1 2.62.72.62.1 1.5 1.1 +0.1+0.1+0.A � 2+ + + + + + + + + + + + + + + 1.+1.5+1.71.71.71.5�+1.31.00.80.7050.40..50.60.5+0.6+0.8+0.9+1.0+1.0+1.0+1.0+0.8+0.7+0.6+0.5.5+0.5+0.6+0.60.80.91.01.01.01.00.80.70.60.5.5+0.5+0.6+0.6+0.8+0.9+1.0+1.0+1.0+1.0+0.8+0.7+0.6+ +0.5.50.5+0.6+0.6+0.8+0.9+1.0+1.0+1.0+1.0+0.8+0.7+0.5+0.4.50.4+0.3+0.3+0.3+03+0.4+0.6+0.8+1.0+1.4+1.8+2.0+1.9+2.0+1.8+1.4�.9 +0.2+.1+0.0+0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ 1.0 1.3 1.3 1.3 1.3 1.3 1.1 0.9 0.7 0.6 .4 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.7 0.8 0.7 0.8 0.7 0.6 0.5 0. 0. 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.8 0.7 0.6 0.5 0. 0. 0.5 .5 .6 0.6 0.7 0.7 0.8 0. 0 8 0.7 0.6 0.5 0. 0.5 0.5 0.6 0.6 0 7 .7 0.8 0.7 0.7 0.7 0.6 0.5 0. .�-0P- . - 0. 0.4 0.5 0. 0.9 1.2 1.4 .4 1.3 1.4 1.4 a- 0.2 .1 0.1 0 + + I+ + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 90.9 0.9 0.9 0.9 0.9 0.7 0.6 0. 0.3 b.3 0.4 0.5 .5 0.6 0.6 0.6' 0.6 0.6 0.6 0.5 0.4 .4 .4 4 0.4 0. 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 4 .4 .5 0.6 0.60.5 0.6 0.5 0.6 0.6 0.5 0.4 .4t0.4 4 0.4 0.5 0.5 0�6 0.5 0.5 0.5 0.6 0.6 0.5 0.4 .� .3 0.4 0. 0.7 0.9 0.9 .9 0.9 0.9 0.� +0.1+ .1+0.1+0 + + + + + + + + + -- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1 + + U.&_OFiD6�16-06-9.5-0 3112A.2 9. 4 6.4-9.-0 094-4-0. 3-BB044-0.4-8.4-9fl 3-6.�6-3 43 d-6.-6 8�4-64 fY 3�3.3 B.S 83 437i.4-6 - tl �i.4-0.�-0 V.�L U-3Tf� 0.5 0.6}D6 D-6tIT6 0.6 O.b' 0.1 0.1 0.0 0 + + 4 + + 0 2+0.2 0.2 TT1-( .1 0.1 0.1 0 1 Y 0.1 0.1 0.1 0 1 0.1 f0.1 {0.1 0- {- 1�0.1 f0.70.1 0.11 0.1 0.1 fo.1 f0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 0.1 00 .1 0.1- - +0.1+0.1+0.1+0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1+0.1+0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2+0.2+0.2+0.2+0.1 +0.1 +0.1 +0.1 +0.2+0.2+0.2+0.1 +0.1 +0.1 +0.1 + .0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0. , 0.0.11::(f'o.00.00.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.00.00.00.00.00.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.00.00.00.00.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.00.00.00.00.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.00.00.00.00.00.00.1 0.00.1 0.00.00.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q,i•U.1 0.1 0.1 0.1 0.00.00.0 0 0 0 0 0.0 0 O+O.O+O.O+O:O+O.O±D_0+0_._0_+0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0+0.0 0.00 0 0 0 .0+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.1+0.1+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0 0+0 0+0 0+0.0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o.o D.D_a+-0+ �D+ v: o.00-+ +o.o+a:D-a.D-D_D o.o o.o oo�+o.o o�+o�+ u:D+o.�+cro+ �o-o�+ o-o Ds o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o+ o.o ' + 0+0 0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 0.0 0.0 O:0 ,a.io'o p 0.0+0.0 0.0+0.0 0.0+0.0 0.0 000 0+0.0+6.0 0. 0000 0 0.0+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0+0.0+ .-O 0.0 0.0 0.0 0.0 0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 ; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.010.00.00.00,EY�.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o;o o.o o.o o.o D.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o +o.o+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 +0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 +0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.O O.O O.O O.O O.O O.O O.O O.0 0.0 0.O O.O O.O O.O O.O O.O O.O O.O O.O O.O O.O O.O O.O O.O O.O b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 o.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 o.0 o.0 0.0 0.0 0.0 0.0 0.0 O.O� 0.0 0.0+0.0 0.0�.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +o.o+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 +0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0i0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+o.o+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o �+I o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o+ o.o + + + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o b.ol o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o+ o.o + + ' o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.D o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o _-}--+--+----+--_+__+_ t f t t t t + ---- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.b+b:0'�b-G�60 6.0 6.a DiiD-6+iS.0 U.D O.D OlTD-0+U.0�0.0 0.'OtOV V0+>rOt0.0 o.Vto�0-0�0-0'.6-6.tY64fT.04e�i.e-e.f�e4fl-(i�e�i.o-o.f�e-0.0-0�e-0.e-e.o-e�0-0�e-0.e-e.d-e�41:0•-0.9-0.9-9A Plan View Scale - 1" = 60' L L M 3 L M A Scale Not to Scale Drawing No. LO Summary Maintained Lighting Calculations DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 C ARWAT R CREEK BUSINESS PARK TITLE SHEET, NOTES & LEGEND LINO LAKES, MN H Know what's below. Call before you dig. dn�8 S1H8171 N F-- L— — N. L F L VICINITY MAP e w � Z x Carbone'% Main 56 Gizzena a Wiseguys Pizza ", fiesta Cancun Grill . m a L vl Eag4P� ,Q c q a CGRYIIMC! ()1 N Miller Mobile AL Marine ?Ilcipi Rd Perk ter St � V ❑ Fairview St Partridge PI ` ��1�¢ W Cedar 5? f Cedar it o .OHw EXISTING OVERHEAD ELECTRIC -E EXISTING UNDERGROUND ELECTRIC -TEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE 0TCS EXISTING TRAFFIC CONTROL SIGN GP EXISTING GUARD POST MBA EXISTING MAIL BOX [ICBX EXISTING CONTROL BOX O PP EXISTING UTILITY POLE ;o LP EXISTING LIGHT POLE -» EXISTING STORM SEWER - EXISTING WATER MAIN -> EXISTING SANITARY SEWER O EXISTING STORM MANHOLE g EXISTING GATE VALVE EXISTING HYDRANT • EXISTING SANITARY SEWER MANHOLE -----930---- EXISTING CONTOUR -----928---- xg2099 EXISTING SPOT ELEVATION X EXISTING FENCE o- - - --••-••- -0 DELINEATED WETLAND EDGE LEGEND 11- PROPOSED WATER PIPE >- PROPOSED SANITARY SEWER PIPE -> PROPOSED STORM SEWER PIPE c«<------- 0 PROPOSED DRAINTILE AND CLEAN -OUT O PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION PROPOSED GATE VALVE � PROPOSED HYDRANT Q PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X24.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP PROPOSED INLET PROTECTION SHEET INDEX Co TITLE SHEET, NOTES & LEGEND C1.1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1.2 GRADING, DRAINAGE & EROSION CONTROL PLAN C1.3 WETLAND IMPACTS & SITE CONSTRUCTION ENTRANCE C1.4 CURBING & PAVING PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 PLAN PROFILE - 21 STAVE S C3.2 PLAN PROFILE - 21 STAVE S C4.1 DETAILS C4.2 DETAILS C4.3 DETAILS C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN C6 FLOODPLAIN PLAN (FILL & MITIGATION) BL OVA/dI�Y.(dM�O1F 1.1' ITVd ��� SL avdd! Avm \\ \\ ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) - VERIFY PRIOR TO ANY INSTALLATIONS - NAVD 88 DATUM BENCH MARK #3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/- FEET EAST OF 21 ST AVENUE (ELEVATION = 924.83) BENCH MARK #4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL-DE-SAC (ELEVATION = 907.69) ORIGINAL DATE: MAY 16, 2016 O (L _jJ Q V U) c W L 0 m � Z fN o N W N G � W V Er oC U m W > M 3 LLJ L J N m zpoMW IL O 11 z a�gz— z LL cn Lij Z LL �a LLJ0 U QzxQ� Y Z I-000 c �WaN= zW WmNoo J 0 °a }W>aco W r WQWWa Wa a O N� = a N W 2 a Q U� p J W Y o a N W va W Z W � N Z LU � W ♦^ N W Q W N = Z W N NLU a � ~ J m Z J ~ V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 0 60 120 SCALE: 1 " = 120' CO GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL , INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO , AVOID DAMAGE TO THESE UTILITIES. 2) PREVIOUS GOPHER STATE ONE CALL TICKET NUMBRES: — 160400111, 160480507 AND 160480514. 3) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. Know what's below. EDG4 INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND Call before youEdigTTAILS DETAIL PLATES (LATEST EDITION - 2016). 5) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 6) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7) NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2 FOR STANDARD CONSTRUCTION DETAILS. 5) SEE SHEET C5.1 AND C5.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 6) SEE SHEET C6 FOR FLOODPLAIN FILL AND MITIGATION EXHIBIT. 7) ANY EXISTING WELLS AND SEPTIC SYSTEMS TO BE FIELD LOCATED. WELLS TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEMS TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 8) SEE SHEET C1.3 FOR QUANTIFICATION OF INDIVIDUAL WETLAND IMPACT AREAS. ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) - VERIFY PRIOR TO ANY INSTALLATIONS - NAVD 88 DATUM BENCH MARK3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/- FEET EAST OF 21 ST AVENUE (ELEVATION = 924.83) BENCH MARK J4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL-DE-SAC (ELEVATION = 907.69) HWL=902.07 NWL=898.0 HWL=902.07 IRTITIM:8009•1 BOTTOM =892.0 10:1 SAFETY BENCH POND A (PRIVATE) 10:1 SAFETY BENCH �.1 POND B (PUBLIC) POND X-SECTIONS ON z� I OMO S 1 S dSd Sl o00 --------------- mozz v v 0 >> s 1S >> > O o� I� ri 00 �> moz z�N co rim mooimm giro a»> o0 mo m OZZZ II II UF---- moZ U0z «S1SdOdSI« « « « 0 2% MAX. GRADE IN BLVD (TYP) SEDIMENT CONTROL LOGS (TYP) (DETAIL GEN-18) z W a N 0z V a LU Z z co °a W Q W cp w m �z 2 z � N O � LU z w V a PREPARED FOR: RJ RYAN �I CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 2 0 Z - 0 30 60 SCALE: 1" = 60' \\ ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE \ -\\- - - - v - - AND SURVEYING_ (DATEQ 4,/25/2016 - VERIFY PRIOR T0_ ANY \ \ oo \ �o U� n INSTALLATIONS - NAVD 88 DATUM - - - - - - - - - - - - - - - - - _ _ �- II II \ cON �h -\ _ - - - - - _ a> \ \ co v BENCH MARK3 \ \ URo \ \ m� 1 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF \ \ M �� 'oz CEDAR STREET, 600+/- FEET EAST I OF 21ST AVENUE \ sa'zls ao �ls tz'�ls zv'2l6 cS'2l6 tc2ls Z6'Sl6 ll' 16 2z'tl6 92'tl6 o �o� \ (ELEVATION = 924.83) 9zll6 ------- --- - --- __----Z6--_____________________ \ OS' l l6 _ _ _ _ _ -9+3- - bL'll6 Z6'll6 21716 8 'Zl6 _ _ 0 0� Z6'Ol6 - - - - - - - - - - --- -- 1� - - -LHr - - - - - - - -ci-- - - - - - - - - - - - - - - - - - - - - - - IIII \� •. BENCH MARK4 vti'ols ____-----g19-------------- --=o- --- - - ----- o ----- moZ � TOP OF TOP NUT OF HYDRANT ON E NORTH SIDE OF __-------- -- - CA TAILS - ------------- n--------_ .� _ _ __ _ - ____ --- _ _ - -- -- ---- ---- --_--- CATTAILS--------- 1-_ E WE ---- ---_ -- -- -- - --_-_-_----- - _-_-_- - ----- ---- - -------- -- - - - _�_ -_ ------995=_=�=-��_-____________-___=-== 'C11L=DE-SARON1 --- Boa --- ° - CATTAILS -___ _--_- ___-_ - __--_____-- -----____-_ _ _ __ _______ _- -� - - - - �- -_ _ _ - - - - - _ _ - - -py-,� - - - - - - - - - -_ -_- 6TTA+8_Z'Ll6 �62Ll6 SO'OZ6 \ E 30 -E -- - -_ _ _-9 6-1Z6- J - - p / . /IT \� _ � - - Of / / s WATER I w / I �/ f / ®�O� O \ \ O I �® N o 2.3% /,`Q• 5% /'�0 0.5% / '�1' 0 5� \'�� pia alsOCiG�lgi '�� 0.5% "�� 0.5% .5% �301`fi ° - 2.1% i - poo 1 12.6 \ �N 9 p1 p8� 0� 0 \� 0 \ gp \ IN \ 01, 3. 912' RIP- AP SPILLWAY 1Qp A I V I - - - - �_� / /� fJ. o I I 1 I I /. / ,o -o AT ENp OF CURB + �N I- _--- / RIP -RAP SPILLWAY p0 -------------- - / g 9 gl p0 T END OF CURB \� wET�q 0 \� \ Ox-x 40 p0 ) / \ � I v 0 8• A\ N \ 7C9 01 60 w <</ / 1.7 1.0% ,q e\ . No. \ / _ - \ L x \ti5 \ �� / / I \ I I > I -�� W y L A[ \ \Ln \ v g1o.30 xv \ �/ �� J�` \ L\ \ 01• (j.� 1p x / \ \ o \ - z // I I i I O ��\ \ \ \\ r 9 ° g°� ° I \ l / - - -9r� / I I ' I m J \ / , , O \ L \ 3.0% \ 4.0% x I \ ,� \ �b / w 2 P I- L I N1 gI I I \ \ \ ----�� /> \ 6 0 FA 0 14 00 �Z \ \ \ S. z 9 G Z Jul �~ L \ \ \\ \ \ �� x \ �i �w l I I \I I I o ')D i Q I I S \ L \ \ W \ \ O LLJ p6.8,�� $.Op - - 1 r \ N \ , - - - � \ Z (n I I /';` I •' ii I it \ 2. 5% 2`� J I \ \ L \ - \, 91a'3� \ - _ \ �° \ N� ccn w III I I I 1 III II '� 1 ( a. w �\ �S \ \ \ \ r \ 1.3% 3. v> 9 v 01 \ . I (n \ S l 9 \ b J \ \ / I I - \ �o\��, \ �So o� 1� I L\ \\ I \ \ o o x\ \ \ °� �`o���o L \ \ \ goc�1� I �2�0 IF g \ / / 1 61 \ o��o \� o �� a.._.._.._.._.._.._.._.._.y / / ` 3.0% 40% x (III I J ��----_--- I L \ _ N, o 11II I III I x \ v ' A � °' \ I I \ 6 4p I l. o s.00 / r \ \ I \ \ 2 �2 \ \\ 2 I I I ZONE rAn � II 2.0% 1.�% 1 0% _ - , / / / / v \ \ x \ \ \ 1-1 ° I u \ \ 9 90 ° \ J / / L IA �o - I 19 MECH ROOM / r p0 3.�% I \ \ \ �O o TR _ I o v v v ° / ° \ o 0 0 40 \ \ \ a o \ I $ c W U 9 gp1 8 g 1 I 1 4 4, \ \ �\ os J \ o I I I I\ v O �I pl II / co �Ln v ` v N v J C A L V g10.3 V A \ I I 53 / 6s tea.°°\PROPOSED BUILDING L \\ _ � \ \ \\ \ -----\ �� \ II I I 2t zj 2 0- \ \ - \ \ \ 2. ° .5% . 2.0% J \ FIRST FLOOR ELEVATION 912.00 L \ \ \ \ _ \ W / I v o o v VI I I II° vv---_ - L _4.0.v v v V III I 2 1 \ \ \ \ \ \ \ I Z J \ P�\OP0SED BUItQING \ r �\ 4�� 552 5.�. \�\ \ �� / T / _\ V V �\ V A A A L / / \ \ J\ \\ \\\ \\ \� - - --- / ^\ \\ L 1 11 _ III -I�� \ \ J \ \\ � \ \L 91'0 I1 1� / I -u� \ _1 \ \ �, ° 3.7% / I- I J \ - \ L _ _ _ _ _ 04 5'2 g0510 �- I \� ----- \ L J 'A POND �� 1 =----- / I 'ATE 0 D 1 / gp5.00 5•g0- J d 9 6 4� 901 4� 9�$ o° \ \ _ - \ \ \ L 30 USED POND A, I �X - / 1.7% 1.0% \ -�\ \ \r > 6 o I0 \\ / ° �F \ \\ \\ \\ \ �\ \ II IIIIII I CA VL=898.0 I d po \\ \ ---- e\ ` o / 1.5° 1.0% J \ I 4.0% I HWL - 9,02.07 I \ 0 901/4 $ \ - \ I L \ x b_.._ ° \ \S \ \ I \ ► I I II I I 50 - Cko6 oO 22.18% 30 gp1 90 I I \ _ _ RECYCLE L 1.10 x � \ \ \ \ \ I I I / RIP -RAP (TYP) I 20 6.5 910.80 / \ ) ( TRASH F 8�a g°1'40 gp 0 8.20'� 1 •00 1100 \ \ \ \ \ \ \ \ \ \ I IlII I / (DETAIL STR-7) 1 90 g 00 1 1 3. 4 p 9 Xgo1 6 2.55% \ \N � \ \ \ \ \ \ \ \ I Al I III I un I I 2 -�.44% �� �\ /�\ I I \\,- ; - T _ 2 pp .0% 8 40 60 g p0 2.511.80 �✓ \ \ \ \ \ \ \ \ I X \\ \\ \ \ \ \ \ I I I IIIIII z I�, x-x xx- x-x x-x > / \ \ \ \ \ \ \ \ I \ IIIIII I� I ° -----L--- / \ \ I \ 20 U.60 _ Op s° 1 1 ° 912•5° // // \ \\ \ \ \\ \\ � BERM 902.5 - 3.52% g1200 \ -gts O0 9 1o• v _ - - - / / / \ \ \ \ \ \ \ I I I I I m I I �I \ 2 2 � I ,� \ EMPLO 1 g10.9091 .2�i \ g1p.2o N //0' ''.o \ o p0 p0 Y d0 \ \ O6 N T R \ o _ J _ 9112°0 0 - ° g0000 9 2. 3 00 0.5 1 ° \ \ p.5 \ Og X 5 910 5 / ✓ y �\ \ _2�0p gp89p g N PRCIPOSED DRAINAGE N 1 / y�� \ M -_ g .\ g.3p� ppp / / : z \ -86 x s I I �TILITYEE I / G A E - - �� y.I g1 / / o \ \ b 5 gag4� I 5 g0 0. 5 B ( 9. 0 .6 $•1 �pa�p i- .\\ 2% MAX. GRADE - - � 1N BLVD _ - --- --- -- -- ----- --- --- ------- - --- - - � `` ''- •�, 1 5 I I I I I 6• I I I I' TIL20+1I 2I 1+�1I I I g 5P�15 17+ 1•49 + •00 +0 $ 2 \ - - i 987 I c .OWNER- l IIBEIN OPER Tl - / OWNER: Cl T)� C-N T�f2 \ \ - / / I I I I \ I 2% MAX. GRADE 2% MAX. GRADE I I I c / IN BLVD (TYP) \ - - \ - IN BLVD (TYP) I / I I ,j I I \ / SILT FENCE (TYPE (DETAIL GEN-16) / II = RE-ROUTE EXISTING DITCH NOTE REGARDING DITCH GRADING AND STABILIZATION: �- - - `• I I ' (2-FT\_MIN. CT�M WIDTH W/ 3:1 SIDE SLOP �) MUST BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO d., z / �' THE LAST 200 FEET OF NORMAL WETTED PERIMETERS OF DITCHES OR SWALES / o b SEDIMENT CONTROL I d 1 A PROPERTY EDGE OR -POINT -OF DISCHARGE. THE REMAINDER OF THE DITCH OR SWALE MUST BE STABILIZED WITHIN 7 DAYS. LOGS (TYP) PROVIDE EROSION CONTROL BLANKET IN DITCHACCEPTABLE_ METI�ODS FOR STABILIZING DITCHES AND SWALES INCLUDE THE FOLLOWING EROSION CONTROL BLANKETS OR MATS, RIP RAP, (DETAIL GEN-18) I ICI; I AND BANK (MIN. 2-FT ABOVE DITCH BOT� M) OTHER MATERIAL SUITABLE FOR CONCENTRATED FLOW AREAS AS APPROVED BY\ENGINEER. MULCH H�'DROMULCH, TACKIFIER, - - - / -`•-/ III 1, X `I I \ PREVENTION PRACTICE IS NOT AN ACCEPTABLE STABILIZATION METHOD IN -THESE AREAS. / o POLYACRYLAMIDE OR SIMILAR EROSION , '� 0 L- -o 1 I I c) g °� I T� III II I� II I I II I I / I. ',I� DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 0 (L _j_j 66 V N w 0 m � Z N III fN N G cc Er Er U m w M : J D N � ZaaELw wZ O a�gz- Z cno[a_c�� Lu �131-w0 U_ Y aD <F- z H0 00N ® 5 Q 2zw= WM-0 J T o °a }W>acn W r W 4 W W Q O Mo. aNJ =aNwx a a U� p J Z W LL va Q N Z Z Q LLJ (1)Z Hwd Q W � w N 0 WZ w V a PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 0 Z 0 30 60 SCALE: 1" = 60' Cl m2 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 o ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) — VERIFY PRIOR TO ANY INSTALLATIONS — NAVD 88 DATUM BENCH MARK #3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF Know what's below. CEDAR STREET, 600+/— FEET EAST OF 21ST AVENUE Call before you dig. BENCHTION MARK #4 4.83) TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF Z FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE 0 CUL—DE—SAC (ELEVATION = 907.69) (LFE �Q v �� N w 0 M j Z fN O N w N G cc --— — \\ \ \\\ >W X-X X X-X X X X-X LU EMPLOYEE 1 w �Vr V(_0 LLJ -- — — ENTRY`� PQ �OSED DRAINAGE zaILSE E >WOz --e-6 < M O « LL n n LL HLU Y \ \ --- - - - - -- - - --- - - - - - \---- --- - - F 7=J L Z — _� za 14+00 15+00 16+00 17+00 +00 19+00 20+00 \ 21+0 w a (0 wLU ■ c0 Z di a LU T OWNER: REHBEIN PROPERTIES I \ II . OWNER: REI�IBEIN PROPER TIES N = a w H ~ o WETLAND IMPACT I /I III .II, � M ,WETLA IMPA T I —4 (1) AREA C-4A(2) 0 F. 1,492 S.F. •1 —�--- \ / V G R WETLAND IMPACT I I �' I / -- - --- ---- Z AREA C-4B E LAND IMPACT I �I ' I I / \ ' WETLAND IMPACT 90 2,519 S.F. AREA LL-4A I ICI' I / i \------,— W Y Q Q I' 1 1 \ / AREA C-3 � m 9,870 S.F. II I 'III \ 1!,871 S.F. \ M O cl) I- \ V a w Qw Z a Z W N W N °z 5 w N z Y It N (n w Z :) Z �o W V I / J m PREPARED FOR: RJ RYAN \ ; CONSTRUCTION CONSTRUCTION ENTRANCE TO USE EXISTING FIELD CROSSING OVER DITCH zo wo w I I � � Q� wN SITE PLANNING & ENGINEERING 0 Iwo CONSTRUCTION ENTRANCE PLOWE (APPROX. LOC. SHOWN) ENGINEERING, INC. (DETAIL GEN-17) 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 WETLAND PHONE: (651) 361 -8210 I FAX: (651) 361-8701 FILL (LINO LAKES) = WETLAND Z '. FILL (CENTERVILLE) 0 30 60 �!!!" SEE WETLAND PERMITTING APPLICATION SCALE: 1" = 60' PREPARED BY KJOLHAUG ENVIRONMENTAL FOR SEQUENCING, QUANTIFICATION, ETC. C1 ■ -- - --\\- - - - - - - - - - - - - - - - - - - - - --- - - - \ \ NO CURB \ (EDGE OF BITUMINOUS) D312 CONCRETE o CURB & GUTTER o NO CURB (FnGF OF RITIIMIN(1115' -- -- - ---------------- ONLY) o_ D312 - - -_ D312 -I� i •�:-� 1 L===---__- ---- --_------I ------------- --------� - II II dd ® D312 f o CAI - 1 lil ill �x—x—x 4 N ll ° ' / 612 0 x %d o m m ill �O-.._.._.._.._.._p u --- —�� Q / P o r X—X—X x ® • � d J .• L L x ®d J r L dd .............. TRANSITION TO ZERO CURB • HT. AT BUIDLING (TYP) r L r x u g r J L W - "Gt W Z I, 0' -1 . �•' L L)0 z W x z O J r L OU aw Z (n x J J L Q Q w x II II I; 7 J p.-.._.._.a r o� J V) x II a II J r 10 L r O � II II II J 7 O'..' �•'� L r O x J L CL Q x J L II II III 1 J ,•'� ._•._.._.._.._.p-•' r L x II II II II II J L x II II II J L II II II J L r x I L MECH ROOM r � L i II II II II II I II III II J ��� x V II oV D❑TR li lu II II I L x II II V II I' II 1 J r L x II I II III J J PROPOSED BUILDING r x R II I II I '„ FIRST FLOOR ELEVATION 912.00 L L x II II II J PROPOSED BUILDINO L II II II p J 402,552 S.F. r r x I II II V J L x V I II I, J r L II II II u I II II d f J r L ♦\ \ I II II II II a II I/ J r 11 11 H n � U Li U END C&G END PAVEMENT PEDESTRIAN CURB RAMP PROPOSED DRAINAGE AND UTUTY IE�,SFK4EI L r L r L r L r L RECYCLE L TRASH L i L - — EMPLOYEE ENTRY a w ro PEDESTRIAN CURB RAMP -;��l oL 0 — — — — — — — — — — — — — — — — — ll -- — — — — — — — — — — — — — — — — — — — — — — — - /z SEE SHEET C3.1 AND C3.2 FOR 21 ST AVENUE CONSTRUCTION cr ' OWNER- REHHEIN PROPERTIES b._.._.._.._..-•a. NO CURB (EDGE OF BITUMINOUS) B612 CONCRETE CURB & GUTTER (TYP) . q. .o • d i i O - COMMERCIAL/MUTLI-FAMILY/ INDUSTRIAL DRIVEWAY (DETAIL GEN-6) i m a._ 1.5" WEAR (SPWEB240C) MNDOT 2360 TACK COAT, MNDOT 2357 2.0" BASE (SPWEB240C OR SPNWB230C) MNDOT 2360 9.0" AGG. BASE, CLASS 5 MNDOT 3138 APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET AND UTILITY CONSTRUCTION. PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) BITUMINOUS - LIGHT DUTY N.T.S. 2.0" WEAR (SPWEB440E) MNDOT 2360 TACK COAT, MNDOT 2357 2.5" BASE (SPWEB440E OR SPNWB430E) MNDOT 2360 9.0" AGG. BASE, CLASS 5 MNDOT 3138 APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET AND UTILITY CONSTRUCTION. PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) BITUMINOUS - HEAVY DUTY N.T.S. 6.5" CONCRETE (PLAIN, JOINTED) 3A21 (SLIPFORM) OR 3A41 (FIXED -FORM) MNDOT 2301 4.0" AGG. BASE, CLASS 5 MNDOT 3138 APPROVED GRANULAR SUBGRADE (AS DETERMINED BY GEOTECHINICAL ENGINEER) PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET AND UTILITY CONSTRUCTION. PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) CONCRETE PAVEMENT N.T.S. 1 /2"R 12" 12" /2"R 3/4"/FT. -- — — T vc m d e T r7 ad 0) 24" 7" WHEN ADJACENT SURFACE IS BITUMINOUS — WHEN ADJACENT SURFACE IS CONCRETE USE SAME THICKNESS AS SLAB. D312 CONCRETE CURB & GUTTER N.T.S. 1 /2"R 3"R 1 �1 /2 R iv 13 3� /4/FT. �a d 8" 1 12" NOTE: FOR MECHANICALLY LAID CURB, SHOE MAY BE TILTED. B612 CONCRETE CURB & GUTTER N.T.S. DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: J. IN C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O a -j-j Ll N � o m� N N Lu N C m OWC OUC U m W M 3I J�° z 0 M Lij ILIg�aWZ o a�gz— Z CO) m �0 Lu0 Z LU U_ J Q�xQ� L Z Ill OZ In �z0 WmNoo J Q °a04 r O }W>aco) W r MaaW� o =o NW= a a —a L) I... o M W O Z va V+ z � z ItZ a LLJ (� v N Q W LLI Z Z Z> N O W Z V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 H �I 013 Z 0 30 60 SCALE: 1" = 60' C1.4 ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) - VERIFY PRIOR TO ANY INSTALLATIONS - NAVD 88 DATUM BENCH MARK #3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/- FEET EAST OF 21ST AVENUE (ELEVATION = 924.83) BENCH MARK #4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER_0_FTH� CUL-DE-SAC (ELEVATION = 907.69) Know what's below. Call before you dig. GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) PREVIOUS GOPHER STATE ONE CALL TICKET NUMBRES: 160400111, 160480507 AND 160480514. 3) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. 4) INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND DETAIL PLATES (LATEST EDITION — 2016). 5) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 6) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT—OF—WAY. 7) NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB J& BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. WATER MAIN NOTES 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) MAINTAIN MINIMUM 24-INCH VERTICAL CLEARANCE BETWEEN SEWER AND WATER MAIN CROSSINGS. MAINTAIN 10-FT HORIZONTAL CLEARANCE BETWEEN SEWER AND WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS. 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 5-FT OFF BACK OF CURB. 7) WATERMAIN VALVES, FITTINGS, HYDRANTS AND APPURTENANCES ARE TO BE WRAPPED IN POLYETHYLENE FILM. 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED. SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. 3) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STIR EDGE OF CATTAILS Z m W �i 0 J O CONNECT TO EXISTING MANHOLE (INV 882.82t) J z� I d�U -1 000 mozz v v �3") N� :Q- EDGE OF CATTAILS >> >> > o co hM 00 e- > moz 0000� - II II II II o0 >>> mo mUZZZ U�___ mOZ U \ \ �o v�� \ o o d c.) \\ II m0z o _D001 o Uo0 U 0100 \ xa> ooz i1 mom_ I a CO 47'-12" PIPE R Z 0 7 W DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 Z O (L _j_j a v <� N W 0 m � Z N O N W N G � W V oC Er U m W > M 3 J N m qT zpOLLW �22z- CL a2gz— z z LL cn Lij Z LL �C�w0 U Y ajxQ� Z ~Op0N c WaN= a zWft WmNoo J o °a }W>aco W r WQWWa Wa a O N� = a N W 2 a Q U~ p M W Y a N a V W a N Z W N � � Q W w IIm Z Y Z W/y�� Z_ w W J m J a u PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE 2` FORCEMAIN fFT r 'DIP W - vA H 4 03.5 93.90 CONNECT TO EXISTING (WET TAP) C2m 1_ _ _ ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 - PHONE: (651) 361 -821 O FAX: (651) 361 -8701 3 _ I T 2 - o Z -_ 0 30 60 SCALE: 1" = 60' �_ - V �— II II cON �h ____ _ _ _- 0) coU- moz \ rnrn N \ } �— O) morn )SED POND A - c VL=898.0 L 82'-15" IPE x \ \� HWL = 902.07 �.. 47'-12" PIPE L ® 1.00 o I 38 -4 II �Ib I ® 3.83% - _ 0 0176r. I r I �' FES 201 I I I CB 203 ( x3) RECYCLE L v - x RIM qn.9 TRASH INV 898.00 � � IN 0 . - — — — — j i - 240'-0.4 PIPE - 1 ®0.42% O PROVIDE CLEAN -OUT Iq FOR SERVICE (MAX SERVICE LENGTH x—xx—x— D x—x—x _ _ _ _ _ _ WITHOUT CLEANOUT = 70 FT) a--- — — — — — CBMH 202 (O=7 \_------_—RIM�0*05 r INV 900.55-S SANITARY SEWER �N�L 898 i� SE - TO BUILDING -\ — — — — IlV�96.1_Q=1 INV 895.94 -�__VOOy\ 24' PIPE � __8972 -- — — — — TM 0 0.40% 266'-30" PIPE , 145-27" PIPE OPOSED DRAINAGE oFUTURE 8-F 0.21% C0.15% TLITE TE TRAIL Y S ___(.5 �__=jI1 U B — — — 12" FORCEMAIN — � _ � _ _ � 12" FORCEMAIN ---- — — — 3--- — —_ ----- _ _ _ — --_ _ --- — — _ --- -- 5 — I 16+00 1 � I 0 4+0 +I 013+0 — 76"DIP w - 0% CAUTION: EXISTING 16" WATERMAIN X-ING CBMH 204 (0=60") CAUTION: RIM 908.85 EXISTING 12" FORCEMAIN X-ING INV 899.00 SAN MH 4 } SAN MH 5 CBMH 2O4B (0=60") RIM 903.5 RIM 905.5 RIM 909.80 INV 893.90 INV 895.50 INV 899.40 CONNECT TO EXISTING (WET TAP) I o so n O Z= N I z 3 Jam\ \ rm V -D o \ O EMPLOYEE ` ENTRY J f� Q I I M \ DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O H (L JQ v <� N w 0 m j Z fN O N w N G � w V Er m U m W )00 M 3 LLlL J N m ZpaMW IL aWZ O a�gz- Z � cn Lij Z LL �Cw0 U LU aj~aQ Y Z }~}Op0N ILWQN= Q HZW� WmNoo J O °a }W>aacn W r Wawwa o a wa yJ LLJ = a N w 2 a Q U~ p M W a va a N W Z N w b N Q W w m �Z Y z �N Z_ w W/y�� J m J W a V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE v CBMH 205 �=6 ") � z wu I _ 3 �oz ENGINEERING, INC. 75'-27" PIPE o o ® 0 17% RIM 907.95 I / 6776 LAKE DRIVE INV 90 --0 0 SUITE 110 b b �o LINO LAKES, MN 55014 o N _ _ =�� _ = — — — m W u ��✓ PHONE: (651) 361 -8210 FAX: 361 8701 —96 6 3 P / (651) --- — 0 _ 19+00 20+00 21+ 0 22+00 16"DlP w 2 76"DIP W a o_ \ OWNER. REHBEIN PROPERT S o OWNER: CITY OF CENTERI/ILLE I 3 CBMH 2O4A (0=48") o I z RIM 909.05 INV 899.70 0 0 d' o - CONNECT TO EXISTING I o (WET TAP) o 0 Z 0 30 60 SCALE: 1" = 60' C2m2 1 0 25 50 - �- _= s HORIZONTAL � Know what's below. Cali before you dig ,, , 1 • - VPPTIr01 O� 2 oz tom/ oy�.o+7: P vC o o ° 11 0 21AN S I ° \ i, 1'-12" RCP © }\ 0 0 o I INV 894.5Q.9y% 0- Q Iro►� L—_—MH C-11 (0=48") RIM .37 INV 898.37 b ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) — VERIFY PRIOR TO ANY INSTALLATIONS — NAVD 88 DATUM BENCH MARK #3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/— FEET EAST OF 21 ST AVENUE (ELEVATION = 924.83) BENCH MARK #4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL—DE—SAC (ELEVATION = 907.69) i 1 F E S A w �mnmmnn _ � v 40'�24" PIPE @ 0.30% CBM C-2 (0=48") RIM 902.57 INV 898.27 1 C-4 (2x3) = RIM 904.48 INV 9r88_L HIGH POINT ELEV = 905.95 P\/I �... STA — 1+ 5 OWPOINTSA= 4+61:1 ....I.GH..POINT. S A. =. 6.+5.0..1 .. . OW POINT S7 A = 9 + 78.5 ........... ........... ........... ........... ........... ........... ............ .................................... PVI- ELE V- = 90(.12............... ........ ....................................... ....P VI STA- = 4+ 50 ................. ................. P.VI..STA. — .—..6 +.5 0.... ....................................... STA_ .. ........... ........... ........... ........... ........... ........... ..................................... .D. = —1.2 .......................... ....................................... ... P VI ELEV- = 9 03.75................ .............. ..P.VI. ELE V..= 9.0 4.7 5... ....................................... ............................. P VI ELE V = 9 0 3.0 0.............................. .. ............ ....................................... K. = 97.40 ........................... A:D:. 1...2 3.................... ................... A.D... =. -1..0 0...... ....................................... ................................. .A.D...__..1.5.6................................. ....................................... ............ K__ 77. .............................. . ................................................... ............ .................. ............ ....................................... 120.0 VG ....................... ........... ........... ........... ........... LO 920 ............ ..................... N � �o ��.. ............. 04 �....................... .... . ....... . . . .................. 0................................�� ................... O .................. .................. ....................................... ....................................... ....................................... ................................ ..................... ........................ .............. ...............o..... ��.... ........... ....................................... ........... ........... ........... ............ + o + O LO ....... 00 � ...... M`nc9 cn 0 - o + 0 0 r, .... +. ............ ...... . o � zCD Q ........... ............ ........... 00 ..... + ..... p+� . .......................... ..... ........... ............ ........... + .O to .. .z>. ....................0. Q- W...... .............. ..... .............. N ........... ?z ......... ....... . ................ . . ....... ....... -0)~ .... ........... ............ ........... ......... ............ ........... �...........0N .. 0�>........ ............ ........... ........... ........... ............. > U >...... ............. >U w>.............. W ..........z> z z U.> > wI ......................... ...... �. > . ......................... ..... .....6. . ............. ........... U ......�� w.................... Q+CD............ ................. - z zm n910............ ...................... ....................................... ............ ............................ .... w � � , .m w. ..................................... .............. ....................................... .................... .E iSTIN G .0 — ...�R ADS................................. ....................................... ....................................... ....................... ............... ............... .................... ....................................... — o — _ _ — _ ....... — — ...................... _ 0.73%.....1 .. ................. ....... ........... ......... 0. ......... 0% ........... ........... ........... ........... —0.50% ........... ...... .......... .......... -___ _....... _------ _...... j�-__--�----- . . — — — 900 --- --- --_- --.--- -_ _-. ---------------------- \ _ �.. - __---- ---- ----- ------------- --_ — -- _-_-_ _ ------ -- -- �6. .� ... -- 6.6.6.6.6 . ----- -_ . 6.6.6.6.6. 6.6.6.6 �.[1 6.6 .. ----- ------- ---------- ... . ........... A I S N. .... RY N A I T. AT -- �. _ . _ --- --- . --- -- .......... I. -_ -_ - -- --._ . _.. - - - - --- -- - --------- — ___.----- -------- ----------- --- :-.----... . 890 CRO SIN.G..=.. 8 3..4� .................... �\ , 11 \\I I _-. r:-.----.--:-. ---.--:-.--_ -_ - - - -.--_-y -� — ----------------- ------------ — T .— . --------- ---------------- __ .— .— .— __ ---------------- — — — .—_. - -------------- - — -------.----.--- .- 4$�$ --- --_ -_ -_ — —.—. ----_ —.—.—....�.�-4 — — — - -�:............. — --- — . __------------- — — —o n - ---_ -_ -_ ---_ -_ -_ — — — — — — — — I"1 @ 7 --- @ 0.40� g" 111 111 . 4ao.o (96 .. D1A. � SING n 12 D1P CL 52 FOR EMAIN APPROX. DEPTH - FI LD VERIFY PRO STORM S WER INVERT AT 268.8... _._.- ------ ----__._--_... , ...—. ......A. P.ROX...DEPTH . 77 FI.ELD..V. RIFY...................... ............................................................... . - -------- --- - — CROSSING ......................... = 898.2 0 �..........0 r- �F..........O.ap......... Cn 00 0 ap..........� In 04 ....... . �.,f 880 �.`0 ......... ...................0 N..........�.�. 0 0..........M N...................�(pD..........�`OD..........� N ... 0 0..........� �..........�`©... O N..........0 N..........� �.........� 0..........� �..........0 T .........�.�..........0 �........... O C� O O O ......... C� O O �.......... O O O C� O O Cn......... O O O �.......... a) O O CA.......... O O O O rn �.......... 00 o rn Cn.......... 00 O O O ... O O 14 O �.......... O O 14 O 0.......... �? O O 0) 0) O O 0) .0.......... O O O 0.......... �? O O O ...... O O O O �........... O O O 0............ 1-3 O O O ......... O D O �.......... C� O O 0.......... O O O ......... O O o O �........... O O 0).......... 60 O O ......... Q? uJ O O O O �.......... ............ ....................................... Cn.......... ....................................... ....................................... On......... .................. .................... ....................................... ....................................... ....................................... ....................................... ....................................... �.......... ............ 810 .........PR . ................. .......... P STORM SEWER WART AT ....................................... PROP STORM SEWER IN... RT AT. ............ ....................................... ....................................... ....................................... ....................................... CROSSING = 899.. ...................................... f CROSSI G = 898. ....................................... f ....................................... ....................................... ............ 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 920 910 900 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O H a _jQ v <� N w 0 m j Z N O N w N G � w V m m U m w >m M 3 LU m J N z0oMw az- a�gz- Q z � cn Lij Z LL �Cw0 U LU aj~aQ Y Z wa72 Q H2zWI WmNoo J O °a }W>acn W r (L Wa O a Wa N� = a N w 2 a Q U� p J W W W� J 0 0 co va a w a wN Z Z ZW �0.o Q W w LL �z Y a 0 ♦�� V♦ Z W W z wa J m J a cl)) V N PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING 890 PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 880 FAX: (651) 361 -8701 810 PRELIM PLAN/PROFILE - 21 ST AVENUE CLEARWATER CREEK BUSINESS PARK I C3m 1 0 25 50 o _= s HORIZONTAL 9 Know what's below. Call before you dig. 920 910 900 890 3(0=48") 8 8—E / 8—N,S E VERTICAL R/W R/W DRAWN BY: DESIGN BY: A.G. A.G. ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE 80' RIGHT-OF-WAY CHCKD BY: PROJ. NO. LAND SURVEYING (DATED 4/25/2016) — VERIFY PRIOR TO ANY C.W.P. 16-1604 -_ INSTALLATIONS — NAVD 88 DATUM BENCH MARK #3 43.0' TO BA q K OF CURB ORIGINAL DATE: MAY 16, 2016 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/— FEET EAST OF 21 ST AVENUE 18.5' 21.5' TO BACK OF CURB 21.5' TO BACK OF CURB 18.5' 0 Z (ELEVATION = 924.83) BENCH MARK #4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF 1/4"/FT o o2' /FT• 0.o2'/FTi 1/4"/FT F_ FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL—DE—SAC (ELEVATION = 907.69) o TYPICAL SECTION HIGH POINT ELEV = 907.55 HIGH POINT STA — 14+71.43 LOW POINT ELEV = 906.16 PVI STA = 24+00 +50 ......A.D... 1..1.2.................... ........... ............ ............................. .................................................................... ....PVI. .STA .�..1.8+.00................. PVI ELEV '= 907.75 A.D.'' 1:56........ ....................................... ....... K.=.10.7.23.................... ....................................... ............ .............................................. K.._. 7 7.14......................................................................... .... ...A,D,. ..1...0 8......................................................................................................................................... ... 120.0 VC K..�..10.7.7........ �.......... ............ ....................... ............... ............... .o .................... 120 0 VC .............................................................................. ........ ............ ....................... ............... ............... ..................................................................................... .......o...L-c. o. '1 .................... + .. ............. .. .. . ............ ....................... ............... .......................... M N . M L ...... ... + ............ + — 6 ....... ........... ...... ........... LL Q > U > ........... ..................... � .................... ........... ........... ......... ............................. ....... ........... ........... ............ ........... ........... ............ ........... ........... > ........... ........... w ...... ...... . . U cv LIJI W m cc ............ .....................>. ............. ............. . .>.......................................................0 .. U ........................... U ..................................................................................... ................................................................ ............ ....................... ............... ............... ........................................................m .. ........................... �.... aq I..................�.FI........C— L G AD E................................... W 3 J N ZpOLLW �> -Qz- a�gz- (�L NLQLLj_LL �CHw0 F Z Q J W — 2�~Z� ~pZpN N LLJ■ �eZWf J No0�ao W >-W>cn WQWWa Waa J = aNW�U J W Y a N C) a W N z W N � Q W N LU Z 2 o� N 0 W � z J m � V J W Y a 0 Q M M qT Z J 2 W cr J_ LL O cn cc a Z�W W am �N E W a� Z_Z W o� a cl) N 12" 1 PREPARED FOR: RJ RYAN CONSTRUCTION 910 900 890 � o�A �..........M.......... .�......... 75N.......... �^ ... 880........ ........... .........0..........0.........�............�..........�........... N..........�......... �..........p..........�.�......... Mp..........�.�.......... gyp.........op..........Npp...........�.pp..........��...........gyp...........�..........�N � N o � � N M � � � M � � 0880 W p� �ppW pW pW � W pW pW W W .........0)- CV . . . . . . . . .0 � CD o0 o� �� � � p � . ..cy) � .� Cy) 0) 0),0)��. � � . ���. .0�. ��. .�. 0 90 ��. .CF) �. OOO � �� . O�. .p a�ol I I f I I I I I I I I f I I f I I I I I I I I f I I f I Is10 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 PRELIM PLAN/PROFILE — 21 ST AVENUE CLEARWATER CREEK BUSINESS PARK I C3.2 0. D.+2' O.D. ► _777777 LWl N =� O.D/2 SAND OR PIT = RUN GRANULAR = BEDDING AND — O D/4 (4" MIN) ENCASEMENT MATERIAL INETTIETTIENUFM GRANULAR MATERIAL ENCASEMENT COMPACTED O.D...+12 GRANULAR BACKFILL T 0D- o CONCRETE N T CONCRETE CRADLE TIP GUTTER TOWARD STREET TO ALLOW THIS PORTION OF VALLEY DRAINAGE TO VALLEY GUTTER TO BE POURED GUTTER INTEGRAL WITH CURB & GUTTER ------------------- VALLEY GUTTER SLOPE 3/4" PER FOOT BITUMINOUS 3-#4 BARS LONG. WITH 3" CLEARANCE (BETWEEN JOINTS) 3 O STANDARD FRAME AND BOX 5'-0" (TYP.) FOR B-618 CURB & GUTTER I I I I I I I I 2" DEPRESSION -MODIFIED "S" CURB VANE GRATE EXPANSION & GUTTER (TYP.) PLAN JOINT (TYR) NOTES: 1. SEE PLATE NO. ST-2 FOR CONCRETE CURB AND GUTTER DETAILS. 2. #4 ROD TO BE USED IN VALLEY GUTTER FROM EXPANSION JOINT TO EXPANSION JOINT. 3. PAID AS 7" CONCRETE VALLEY GUTTER. MAY, 2013 VALLEY GUTTER CIT OF GEN-7 CIT OF IN KE IN KE O.D.+2' OD G COMPACTED BACKFILL COMPACTED BACKFILL (IN CORROSIVE SOILS USE GRANULAR ENCASEMENT) * ASTM D2321 EMBEDMENT MATERIAL 1 1 2 CRUSHED (SEE SPEC.) 0'D%4 (4" MIN) ROCK OR WASHED Tu ROCK PIPE INSTALLATION IN ACCORDANCE WITH ASTM D 2321, TABLE 2. * EMBEDMENT MATERIAL SHALL CONFORM TO ASTM D2321. TABLE 1. 0. D.+2' _ / O.D. ► N T O. D/2 DEPTH AS NEEDED TO STABILIZE TRENCH MIN. O.D./4 BUT NOT LESS THAN 10". MAY, 2013 GRANULAR MATERIAL MAY, 2013 MAY, 2013 SPECIAL FOUNDATION FOR PIPE BEDDING c I T o P c I T*lK o P BEDDING METHOD c I T*lK o P STABILIZING OR DEWATERING c I r O F IN KE DETAILS GEN 13 INE (FOR PVC PIPE) GEN-14 INE OF TRENCH GEN-15 LN KE FINISHED GRADE 2" x 2" HARDWOOD MARKER W/SPIKE. K �6' METAL FENCE POST MARKER PAINTED GREEN _ 3' �= I 1I- _I n w � X _ _- AIRTIGHT = III= N PLUG OR --' CAP SERVICE SLOPE 2% MIN. _ WYE — 45' BEND GRANULAR BEDDING - T- - MATERIAL (COMPACTED) SERVICE WYE TO BE EMBEDDED IN WITHOUT RISER NOTE: SERVICE PIPE TO BE PVC, CONCRETE 6' METAL FENCE SCH. 40 (ASTM D-2665). POST MARKER SOLVENT WELD ALL JOINTS. PL PAINTED GREEN 2" x 2" HARDWOOD MARKER W/SPIKE. 3 a DEPTHS GREATER THAN iv w _, _I\ 14' WHERE RISER BY ENGINEER. APPROVED SLOPE 2% MIN. AIRTIGHT PLUG OR —I I' CAP III III- '' - 45' BEND I— GRANULAR BEDDING MATERIAL (COMPACTED) SERVICE - - PIN WYE _ SERVICE WYE TO BE 1 EMBEDDED IN CONCRETE - MAX. 45' NOTE: SERVICE PIPE TO BE PVC, SCH. 40 (ASTM D-2665). III III III WITH RISER SOLVENT WELD ALL JOINTS. MAY, 2013 SANITARY SEWER CIT OF IN KE SERVICE SAN-7 WATERMAIN GATE VALVE & BOX - 4 WELD rT TY CURB 24 STUD 2" BELO`(FOR LOCATIONWVI FLANGE NOTE COR-BLUE BOLTS GEOTEXTILE FABRIC OR EQUAL REQUIRED ON COVER AS TYPEMND3733 SPECIFIED TYPE 3 ALL WATERMAIN FITTINGS. 3/4" STAINLESS STEEL TIE RODS OR "MEGA LUG" THRUST RETAINER GLANDS (OR EQUIVALANT) AT JOINTS O SEE WAT-2 �_1 1/2" WASHED 8"X8"X16" ROCK ALL ALL LEEDS 6" DIP CONCRETE AROUND BLOCK MIN. 1/3 C.Y. NOTES: (MIN. 1 C.Y. IN IMPERVIOUS 1. ALL FITTINGS SHALL BE MECHANICAL JOINTS SOILS.) 2. MEGALUG OPTION PERMITTED UPON CITY REVIEW 3. HYDRANTS SHALL HAVE 16" BREAKAWAY SECTION 4. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE ENCASED 5. NO EXTENSIONS ARE ALLOWED. 6. GATE VALVE SHALL MEET ALL REQUIREMENTS OF WAT-2 TYPICAL HYDRANT MAY, 2013 CIT O F DETAILS IN KE (VALVE IN BOULEVARD) WAT-1 NOTE: COR-BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS. VALVE BOX SETTING TO BE 1/4 "-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS CATCH BASIN INSTALLATION SPECIFICATIONS R/W VARIES L VARIES 16' 16' 1 VARIES 3' 3' *48" *36" GAS CONDUIT OTHER CONDUIT CONDUIT SUPPLIED BY UTILITY COMPANY (NUMBER & SIZE OF CONDUIT VARIES) EL FENCE POST STEEL FENCE POST TOP OF CURB *48„ GUTTER LINE *36„ SLIP-ON CAPS TO BE INSTALLED ON END © OF CONDUIT 0L CONDUITS 1' 1' NOTES: CONDUIT SUPPLIED BY UTILITY COMPANY (NUMBER & SIZE OF CONDUIT VARIES) BURY DEPTH SHALL BE 4" BELOW PAVEMENT SECTION MAY, 2013 GEN-8 cIT of IN KE MONUMENT CONSISTS OF A POST AND A WETLAND BUFFER SIGN WETLAND BUFFER SIGNS MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 POST MATERIALS 4" X 4" SQUARE TREATED WOOD OR OTHER CITY APPROVED MATERIAL COLOR COLOR SHALL BE GREEN LETTERS ON WHITE BACKGROUND. POST INSTALLATION MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM SPACING OF 300 FEET BETWEEN SIGNS ( IF NO BUFFER IS REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND). PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE MAY, 2013 WETLAND BUFFER SIGNS GEN-22 CURB COVER AS SPECIFIED WATERMAIN SIZE VARIES — GATE VALVE BOX - GATE VALVE (RESISTANT WEDGE TYPE OR APPROVED EQUAL) - 1 1/2" WASHED ROCK ALL AROUND. MIN.1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) U TEE TIE RODS OR MEGA LUG RETAINER GLANDS (OR EQUAL) 8"X8"X16" CONC. BLOCK MNDOT 3733 TYPE 3 GEOTEXTILE FABRIC MIN. 1 LAYER ATTACH TO TOP SECTION OF VALVE BOX NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH " THREeED TIE RODS TO THE MAIN. MEGALUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BONNET ADAPTOR SHALL BE INSTALLED ON TOP OF GATE VALVE. MAY, 2013 GATE VALVE & CIT OF IN KE BOX INSTALLATION WAT-2 "INFI-SHIELD" — SEAL OR APPROVED EQUAL. 1/2" MORTAR - MAY, 2013 CONDUIT CROSSINGS GEN-12 ADJUSTING RINGS 2 - 2" RINGS, MINIMUM 5 - 2" RINGS. (1' MAX OF RINGS MORTAR). ON OUTSIDE, 6 i BETWEEN RINGS, CASTING & AND 27" MANHOLE. FINISH SMOOTH ON °J THE INSIDE. NO MORTAR ON RUBBE INSIDE. cO o AT ALI "INFI-SHIELD" AT PLAN BARREL JOINTS BELOW WATER m TABLE a MANHOLE > LIIIN SLEEVE SEE DETAIL 2„ MIN. N z PIPE STAINLESS 6„ STEEL �•� STRAP FLEXIBLE _ 48" _ SLEEVE SECTION A -A MANHOLE SLEEVE A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC, PER ASTM C478. STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, FURNISHED WITH 0-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST INPLACE RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. SANITARY SEWER MANHOLE, MAY, 2013 cIT of TYPE301 IN KE SAN-1 (PIPES 27" OR LESS) R/W DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O F_ (L _jQ v <� U) c w M/yML W Z D fN O N w N G � w V () m W 3 LLIL J N ZpOXW za�gz- N Lij Z LL �CHw0 F Z Q J W I-OZpN NLu■ H 2 Z W 1 J (oNmo W >-W>aco W Q W W Q o�aay� =aNWIU J W va W Q Y a N W N W � co Lu W J m z M V J r W 0 PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 C4m 1 /�Y �Y .1/4' PLYWOOD / / /, EACH AREq / S /2 OF \ \ OVER FACE TABULATED \jOF BOLTS TOTAL AREA .,cry / PLUG OR CAP PLUGGED CROSS WYE \ j\\ Ai A2 BEND PLUGGED TEE PLUGGED CROSS NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90A BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45A BEND 22-1/2A BEND 11-1/4A BEND Al A2 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 1 26.2 13.6 6.8 NOTES 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LES. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). DUCTILE IRON PIPE MAV, 2013 c T o F REACTION BACKING IN KE (FOR BENDS) WAT 4 PRECAST BASE MH SLAB RINGS (1.0' MAX. OF RINGS & MORTAR). "INFI-SHIELD" SEAL 1/2" MORTAR ON OUTSIDE, OR EQUAL. BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON THE INSIDE. NO MORTAR ON INSIDE. USE URETHANE SEAL ON BOTTOM JOINT. 27" PRECAST COVER SLAB (TYPE 2) VAR. X a p U � O 2 STRIPS BITUMASTIC ? SEAL ON SLAB JOINTS, NO CEMENT. .O 1/2 /FT. DIA. THICKNESS 48" 6" 54"-102" 8" 08" 0" 120" 12" A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH O-RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. MAY, 2013 STORM SEWER MANHOLE C I T O F IN KE TYPE 4020 STR-5 a W N O I Z 0 O O Y N Lam`_ O W Q Z 0 K \ O V R1 w a o z I W 0 _ V W U d F N O to O U 08 Z ~ O N d X N Q} d - Q m 0_ O H In J w O U W Z O O H J O) w� V' K8 QN _ am 0,- C)D 0 0aoz - 00� Nzm. orcw : - 1Z� w 0, O U O O w Y U 0 Z a Y m Z ¢ Vl n N m o a U 1 Z 1 0 3 z - 0 z o o�¢ O M w O 3 - W Q w U In m ~ CL O _ W J Z O O U 0_ 0 ~ 0, 0 0 U w I d d ii' U d= - Z m 0 E U K w F ow o�_ z ( 0 co- zZmzo I < w o a ,n om �0 0�0 U I� wm 10 Jz¢ _ 0 of z 0 o m¢ - w o m Z n a a z o o m - 0 m o 3 0 o a o N m U d p .. m K Z Z s F 5 - �� z In m m o 0 O l 0 Z i¢j U Z z :2 C�j z_ Sao - 00 a wa cn0 w o� o v�i"o N a�� I �<w m> MAY, 2013 GRANULAR SUBCUT & CIT OF IN KE PERFORATED PIPE DRAIN STR-10 MAX. 6' STEEL FENCE POST I R PROPOSED OR EXISTING PAINTED BLUE �'lII ROADWAY CURB BOX 8' 7'-6" MIN LONG AT FULL COVER EXTENSION COVER AS SPECIFIED CURB INSTALL PLUG SIZE, LENGTH, AND TYPE STOP FOR TESTING OF MATERIAL FOR SERVICE LINE AS SPECIFIED HORIZONTAL LOOP NO HIGHER THAN -' WATERMAIN CURB BOX WITH CONC. CORPORATION STOP BLOCK NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENTION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CITY APPROVED EQUIVALENT. 4. WATER SERVICES SHALL BE TYPE K COPPER - 1" DIA. MIN. 5. MAINTAIN 18" VERTICAL & 36" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICES 6. CURB STOPS SHALL HAVE INTERNAL OPERATING RODS TO FINISHED GRADE 7. CURB STOPS LOCATED IN PAVED AREAS SHALL BE COVERED WITH METER BOX COVER (FORD A-1) OR APPROVED EQUAL MAY, 2013 WATER SERVICE CIT O F RNORKES DETAIL WAT-5 f 31 1 f 24 l PLAN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R-3067V WITH VANE GRATE CONCRETE COLLAR POURED 1 DURING CURB AND GUTTER CONSTRUCTION "INFI-SHIELD" SEAL OR EQUAL ADJUSTING RINGS 2 - 2" RINGS MINIMUM 5 - 2" RINGS MAXIMUM FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB. MAINTAIN SPACE FOR FULL w PAVEMENT SELECTION 0 CONCRETE COLLAR SHALL ENCASE a RINGS AND BE A MINIMUM OF 1" a �` ABOVE WCASTING T� APPROVEDUEQUAL)ECUMIXUOR (UTILITY VOIDS & DOGHOUSES FILLED WITH CONCRETE BRICK OR. BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS Q 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF CASTING 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY THE ENGINEER c 1 T o f 2x3 CATCH BASIN IN KE$ WRAPPING OF STORM CIT OF IN KE SEWER JOINTS 6" PRECAST OR 8" POURED BASE NO SCALE 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & ADJUSTING RINGS CATCH BASIN. FINISH REMOVE CURB 2 - 2" RINGS, MINIMUM SMOOTH ON INSIDE. BOX BOLTS 5 - 2" RINGS, MAXIMUM. (1' MAX OF RINGS & NO MORTAR ON INSIDE. MORTAR). "INFI-SHIELD" SEAL OR EQUAL. USE URETHANE SEAL ON BOTTOM JOINT m 27 PRECAST COVER SLAB _ o 'I (TYPE 2) U Z PLACE 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS. v ml U 0 T CEMENT MORTAR VAR. 1 (15" MIN.) VAR. 4" (4' MIN.) VARIABLE A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, OR 8" CONCRETE MANHOLE BLOCK WITH 1/2" MORTARED EXTERIOR. FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. * MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL. MAV, 2013 CATCH BASIN CIT OF IN KE TYPE 4020 STR-2 PRECAST BASE MH DIA. SLAB THICKNESS 48" 6" 54"-102" 8" 108" 10" 120" 12" o awl M e '� I o 0 0$ o c z Z" O z O Y 0 ow ow ©m �0, O� _ D Z o�z o o w a p F Uw a w o0 o'm A F•- w OH O O w m �w �, o a m¢ mo wm O¢ o ¢ w m o0 w 0 wi nr�mnio in comma ma�o mo,n �� II �w a�mfNNnamiomori �riro NNno 5o V o ? Q aaa m ma NO N m mm mm Nm O m ria�nnmf�i��N��o rirn aN O y U m n m Z �K O Mn Nm N� O m N� mm N n Orvl N mam����cv U c�i"id vi�roo�mcoman 0 III 5 xa 0 a<o�mm Nam r,: (c! �o U a oN am mr2�20rin�v�roa a m amM�a �Iqmmom az=5w} wo .� . .Nr. . .Coro o,fvi�riocN 0 N }�mlO am oNNMia O � U <OmmMOIOmmOO�OuI vi�ro�ri �o m�+i��o�ri 0 ala zN,nm�NNonv�va-��nmo 00 d m < < N a�wi moo inm mNm<ommNao z Nacomon�nroN�M�m z 0 vmi II 5� 3 U =Q �mNO�OmatoNmmamO am mmn�ryN��� ororo ¢w nn,n�nnm m z m =5�>N�m�NmmOa�a�� >� �ia�oim�am<o comco j U z � III o � F¢ �ammNamno?mN m��n wo w 0 as oa�o �� U mri�mrino3N Nm✓i NNMill�mn o m � a� W Y m m � N mM m m Nm Om m O -m WOa LL0 U �N4NtOmmftONNt�V� m O N � a a onviro�Ni �� U �o m,Ji cv r.iam� N�aV Vco a d aid Z o' N N .V NON . r mo NN � m w z Y U x Lu _w ~ Nz as C7 az &o Ow oz m 0 mw Q w� w �m of 0_ 0 z MAY, 2013 MAY, 2013 RIPRAP AT RCP STR-6 IN KE F OUTLETS STR-7 MAY, 2013 STR-11 "INFI-SHIELD" SEAL 1/2" MORTAR ON OR EQUAL. OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON INSIDE. NO MORTAR ON INSIDE. f RINGS (1.0' MAX. OF 4 27 ► RINGS & MORTAR). v m U O SECTION A -A 0-RING RUBBER GASKETED JOINTS ON w m ALL JOINTS m m A A a z o= � N CEMENT MORTAR 6' PRECAST 48" BASE SLAB ELEVATION A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOLE -,2013 c I T o f TYPE 4020 IN KE (PIPES 27" OR LESS) STR-3 16 GA. GALVANIZED STEEL STRAP (1) 1" EYE BOLT WITH (2) WASHERS EACH NOTES PLAN ELEVATION 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT -DIP GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS OTHERWISE NOTED. ADJUSTING RINGS 2 - 2" RINGS, MINIMUM 5 - 2" RINGS, MAXIMUM. (1' MAX OF RINGS & "INFI-SHIELD" SEALMORTAR). OR EQUAL. 27" 1\2" MORTAR ON OUTSIDE; BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH 2 STRIPS ON THE INSIDE. NO MORTAR ON BITUMASTIC SEAL, INSIDE. (NO CEMENT) ON SLAB JOINTS 48' PRECAST S 2COVER SLAB (TYPE PRECAST BASE MH DIA. SLAB THICKNESS 48" 6" 54"-102" 8" 108" 10" 120" 12" A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478 FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOLE MAY, 2013 CIT o F TYPE 4020 IN KE (PIPES 30" & LARGER) STR-4 6" TYP TIE LAST 3 PIPE JOINTS AND - USE 2 TIE BOLT FASTEN€1 PER JOINT INS TALLED AT �1pA\` FROM TOP OR BOTTOM OF SEE DETAIL FOR F.E.S. STRUCTUU E- MARKER TRANSVERSE & LONGITUDINAL BARS- (3) 5/8" FOR 24" APRON & AN[ SMALLER, 3/4" FOR 27" APRON & LARGER WELD EACH INTERSECTION 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING) 12" 3000 PSI CC 1Y" HOLES USE (3) 1" BOLTS (NP) TIE TO CONCRETE ABUTMENT 0 (Typ) (3) 1 1/4 " HOLES USE (3) 1" BOLTS AND TIE TO SHEET PILING PLAN 3000 PSI CONCRETE #4 EACH FACE LEAVE TRASH GUARD TABS EXPOSED a N STAGGERED OUTSIDEWIDTH OF END NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24 INCHES IN DIAMETER OR LARGER. ALL TRASH GUARDS WILL BE GALVANIZED. MAY, 2013 CIT of TRASH GUARDS cIT of IN K STR-$ IN KE$ FES PILING a #4 EACH FACE o ro SECTION PLUS ELEVATION PILING FOR FLARED END SECTION NO SCALE MAY, 2013 STR-9 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O a �� /� Q V (D c ILI M/y� MLM W D Z D W O N w N c W Et V W 3 LIJM J N ZpOLLW za�gz- N LU Z LL �CHw0 LIJ Q�=Q� _ �Za H0 ON Z N ■ Z W J LUM-0O W >-W>a(n W a W W Q �aa � =aNW0U J W va W Q Y a N W Z N W Z � co Y W J CoLu m z � V J I- W PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 C4m2 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 60" ELEV=903.00 r' TOP WALL=900.25 s OUTLET SEE UTILITY PLAN FOR LENGTH & SLOPE GALVANIZED GRATE ELEV=902.00 8" DIA. ORIFICE INV 898.00 POND NWL=898.00 SUBMERGED INLET SEE UTILITY PLAN FOR LENGTH & SLOPE POND A OUTLET STRUCTURE N.T.S. •0 ELEV=903.00 TOP WALL=901.50 OUTLET SEE UTILITY PLAN FOR LENGTH & SLOPE INV 893.00 GALVANIZED GRATE ELEV=902.00 4" DIA. ORIFICE INV 898.00 POND NWL=898.00 SUBMERGED INLET SEE UTILITY PLAN FOR LENGTH & SLOPE INV 894.75 POND B OUTLET STRUCTURE N.T.S. 1 /2" STL. PLATE DETAIL "A —A" SEE DETAIL "A—A"- 1 /4"x1 " FLAT STL.---_ HINGE ASSEMBLY MINIMUM OF 2 HINGES REQUIRED • (4) 1/2"0-13 UNC HEX HEAD STAINLESS STL. BOLTS WITH NUTS AND WASHERS 5/8"0 SMOOTH RND. STOCK 4' O.C. BOTH WAYS 57"0 (2) PIECE 5/8" ROD POND SKIMMER GRATE GRATE NOTES: 1) GRATE TO BE MADE IN TWO (2) PIECES 2) ALL METAL SHALL BE HOT —DIPPED GALVANIZED GALVANIZED GRATE N.T.S. ORIGINAL DATE: MAY 16, 2016 m ILI 3L J�° zGDmW g�awz LL a�gz— cnot:a_�� �LL 0 Lu0 a�~aQ ~OZON ��ZU) Lu J mn00 W }W>aCl) CaaW� a N =0. J W () Q N w oc LLJ aW a N z w �c J ♦ZAA m Z � V J H w 0 PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C4m3_ PART II.C. - TERMINATION OF COVERAGE 1. TERMINATION OF COVERAGE WHEN CONSTRUCTION IS COMPLETE: ALL PERMITTEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER ALL ACTIVITIES REQUIRED FOR FINAL STABILIZATION (SEE PART IV.G.) ARE COMPLETE. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 2. TERMINATION OF COVERAGE WHEN TRANSFER OF OWNERSHIP OCCURS: ALL PERMITTEE(S) MUST SUBMIT A NOT ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEE(S) MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL OF THE FOLLOWING CONDITIONS ARE MET. AFTER THE PERMIT IS TERMINATED UNDER THIS PART, IF THERE IS ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS NOT COMPLETE, NEW PERMIT COVERAGE MUST BE OBTAINED IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS. B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER ESTABLISHED ON THOSE AREAS. C. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED. D. THE SITE IS IN COMPLIANCE WITH PART IV.G.2. AND PART IV.G.3. AND WHERE APPLICABLE, PART IV.G.4. OR PART IV.G.5. 4. PERMITTEE(S) MAY TERMINATE COVERAGE UPON APPROVAL BY THE MPCA IF INFORMATION IS SUBMITTED TO THE MPCA DOCUMENTING THAT TERMINATION IS APPROPRIATE BECAUSE THE PROJECT IS CANCELED. PART III.A.3 - TRAINING DOCUMENTATION TRAINING DOCUMENTATION: THE PERMITTEE(S) SHALL ENSURE THE INDIVIDUALS IDENTIFIED IN PART III.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. THE PERMITTEE(S) SHALL ENSURE THE TRAINING IS RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: A. NAMES OF THE PERSONNEL ASSOCIATED WITH THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTORS) AND ENTITY PROVIDING TRAINING. C. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. PART III.B - SWPPP AMENDMENTS THE PERMITTEE(S) MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS THAT ARE DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER: 1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS. 2. INSPECTIONS OR INVESTIGATIONS BY SITE OWNER OR OPERATORS, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2). 3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THIS PERMIT. 4. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL MAKE A DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMINATION(S) OR ANY OF THE DETERMINATIONS IN PARTS III.B.1.-3., THE MPCA WILL NOTIFY THE PERMITTEE(S) IN WRITING. IN RESPONSE, THE PERMITTEE(S) MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MPCA WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. PART III.C. - TEMPORARY SEDIMENT BASINS WHERE FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, THE PERMITTEE(S) MUST PROVIDE A TEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT TO THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. A TEMPORARY SEDIMENT BASIN MAY BE CONVERTED TO A PERMANENT BASIN AFTER CONSTRUCTION IS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OF DISTURBED SOIL TO LESS THAN FIVE (5) ACRES DRAINING TO A COMMON LOCATION. THE PERMITTEE(S) IS/ARE ENCOURAGED, BUT NOT REQUIRED, TO INSTALL TEMPORARY SEDIMENT BASINS WHERE APPROPRIATE IN AREAS WITH STEEP SLOPES OR HIGHLY ERODIBLE SOILS EVEN IF LESS THAN FIVE (5) ACRES DRAINS TO ONE AREA. THE BASINS MUST BE DESIGNED AND CONSTRUCTED ACCORDING TO THE FOLLOWING REQUIREMENTS: 1. THE BASINS MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN, EXCEPT THAT IN NO CASE SHALL THE BASIN PROVIDE LESS THAN 1,800 CUBIC FEET OF LIVE STORAGE FROM EACH ACRE DRAINED TO THE BASIN. 2. WHERE THE CALCULATION IN PART III.C.1. HAS NOT BEEN PERFORMED, A TEMPORARY SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED TO THE BASIN SHALL BE PROVIDED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. 3. TEMPORARY BASIN OUTLETS MUST BE DESIGNED TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. THE BASIN MUST BE DESIGNED WITH THE ABILITY TO ALLOW COMPLETE BASIN DRAWDOWN FOR MAINTENANCE ACTIVITIES, AND MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. THE OUTLET STRUCTURE MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE IN ORDER TO MINIMIZE THE DISCHARGE OF POLLUTANTS, EXCEPT THAT THE USE OF A SURFACE WITHDRAWAL MECHANISM FOR DISCHARGE OF THE BASIN MAY BE TEMPORARILY SUSPENDED DURING FROZEN CONDITIONS. ENERGY DISSIPATION MUST BE PROVIDED FOR THE BASIN OUTLET (SEE PART IV.B.5.). 4. SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED UNDER APPENDIX A.C.3, AND MUST BE DESIGNED TO AVOID DRAINING WATER FROM WETLANDS UNLESS THE IMPACT TO THE WETLAND IS IN COMPLIANCE WITH THE REQUIREMENTS OF APPENDIX A, PART D. 5. THE TEMPORARY BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMON LOCATION. 6. WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF THIS PART IS INFEASIBLE, EQUIVALENT SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS, AND/OR SEDIMENT TRAPS, SILT FENCES, VEGETATIVE BUFFER STRIPS, OR ANY APPROPRIATE COMBINATION OF MEASURES ARE REQUIRED FOR ALL DOWN -SLOPE BOUNDARIES OF THE CONSTRUCTION AREA AND FOR SIDE -SLOPE BOUNDARIES AS DICTATED BY INDIVIDUAL SITE CONDITIONS. IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, THE PERMITTEE(S) MUST CONSIDER PUBLIC SAFETY AND MAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON SITE. THIS DETERMINATION OF INFEASIBILITY MUST BE DOCUMENTED IN THE SWPPP PRE PART III.A.5. PART III.E - RECORD RETENTION THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE(S) WHO HAS/HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON -SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE FOLLOWING RECORDS ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF 1. THE FINAL SWPPP 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (PART IV.E. INSPECTIONS AND MAINTENANCE) PART III.E - RECORD RETENTION (CONT) 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. PART III.F. - TRAINING REQUIREMENTS THE PERMITTEE(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUALS) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP AND INDIVIDUALS) PERFORMING INSPECTIONS AS REQUIRED IN PART IV.E. ONE OF THESE INDIVIDUALS) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART III.F.1.B. AND PART III.F.1.C. 3. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. IV.B. EROSION PREVENTION PRACTICES 1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BMPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, INSPECTION AND MAINTENANCE OF PART IV.E. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION AS NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HAVE STEEP SLOPES. FOR THOSE SLOPED AREAS WHICH MUST BE DISTURBED, THE PERMITTEE(S) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 2. THE PERMITTEE(S) MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3. IF USING STORMWATER CONVEYANCE CHANNELS, THE PERMITTEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZED AREAS ON THE SITE AND TO REDUCE EROSION, UNLESS INFEASIBLE. THE PERMITTEE(S) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RIPRAP, OR GROUTED RIPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A NON -EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS, ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS. 4. THE PERMITTEE(S) MUST STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE S SHALL COMPLETE STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(S) MUST USE VELOCITY DISSIPATION DEVICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS. PART IV.C. - SEDIMENT CONTROL PRACTICES 1. THE PERMITTEE(S) MUST EMPLOY SEDIMENT CONTROL PRACTICES AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. A. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. B. IF THE DOWN GRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENT), THE PERMITTEE(S) MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.B 1.-3. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT CONTROL PRACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. 3. THE PERMITTEE(S) SHALL RE -INSTALL ALL SEDIMENT CONTROL PRACTICES THAT HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. THE PERMITTEE(S) SHALL COMPLETE ANY SHORT-TERM ACTIVITY THAT REQUIRES REMOVAL OF SEDIMENT CONTROL PRACTICES AS QUICKLY AS POSSIBLE. THE PERMITTEE(S) MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED BY THE PERMITTEE(S) OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER).THE PERMITTEE(S) MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 6. WHERE VEHICLE TRAFFIC LEAVES ANY PART OF THE SITE (OR ONTO PAVED ROADS WITHIN THE SITE): A. THE PERMITTEE(S) MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE. EXAMPLES OF VEHICLE TRACKING BMPS INCLUDE (BUT ARE NOT LIMITED TO) ROCK PADS, MUD MATS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. B. THE PERMITTEE(S) MUST USE STREET SWEEPING IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.E.5.D.). 7. THE PERMITTEE(S) MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.C. OF THIS PERMIT. PART IV.C. - SEDIMENT CONTROL PRACTICES (CONT.) 8. THE PERMITTEE(S) MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. 9. THE PERMITTEE(S) MUST PRESERVE A 50 FOOT NATURAL BUFFER OR (IF A BUFFER IS INFEASIBLE ON THE SITE) PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. THE PERMITTEE(S) IS/ARE NOT REQUIRED TO ENHANCE THE QUALITY OF THE VEGETATION THAT ALREADY EXISTS IN THE BUFFER OR PROVIDE VEGETATION IF NONE EXIST. HOWEVER, PERMITTEE(S) CAN IMPROVE THE NATURAL BUFFER WITH VEGETATION. PART IV.D. - DEWATERING AND BASIN DRAINING 1. THE PERMITTEE(S)MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE PERMITTEE(S) MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. IF THE PERMITTEE(S) MUST DISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE PERMITTEE(S) MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G. CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGING THE WATER. THE PERMITTEE(S) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 3. IF THE PERMITTEE(S) IS/ARE USING FILTERS WITH BACKWASH WATER, THE PERMITTEE(S) MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE PERMITTEE(S) MAY DISCHARGE BACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. THE PERMITTEE(S) MUST REPLACE AND CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION PART IV.E. - INSPECTIONS AND MAINTENANCE 1. THE PERMITTEE(S) MUST ENSURE THAT A TRAINED PERSON (AS IDENTIFIED IN PART III.A.3.A.) WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. FOLLOWING AN INSPECTION THAT OCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFALL EVENT. 2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP IN ACCORDANCE WITH PART III.E. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS B. NAME OF PERSON(S) CONDUCTING INSPECTIONS C. FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES) E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN 1 MILE OF YOUR LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. F. IF ANY DISCHARGE IS OBSERVED TO BE OCCURRING DURING THE INSPECTION, A RECORD OF ALL POINTS OF THE PROPERTY FROM WHICH THERE IS A DISCHARGE MUST BE MADE, AND THE DISCHARGE SHOULD BE DESCRIBED I.E. COLOR ODOR FLOATING SETTLED OR SUSPENDED SOLIDS FOAM OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS) AND PHOTOGRAPHED. G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN PART III.B. WITHIN SEVEN (7) CALENDAR DAYS. 3. INSPECTION FREQUENCY ADJUSTMENT A. WHERE PARTS OF THE PROJECT SITE HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, THE PERMITTEE(S) MAY REDUCE INSPECTIONS OF THE AREAS WITH PERMANENT COVER TO ONCE PER MONTH. B. WHERE CONSTRUCTION SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AREAS AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE THE SITE MUST BE INSPECTED DURING NON -FROZEN GROUND CONDITIONS AT LEAST ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS. FOLLOWING THE TWELFTH MONTH OF PERMANENT COVER AND NO CONSTRUCTION ACTIVITY, INSPECTIONS MAY BE TERMINATED UNTIL CONSTRUCTION ACTIVITY IS ONCE AGAIN INITIATED UNLESS THE PERMITTEE(S) IS/ARE NOTIFIED IN WRITING BY THE MPCA THAT EROSION ISSUES HAVE BEEN DETECTED AT THE SITE AND INSPECTIONS NEED TO RESUME. C. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE INSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 4. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5. OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION, AND AN NOT HAS BEEN SUBMITTED TO THE MPCA. 5. THE PERMITTEE(S) MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST -RAINFALL EVENT INSPECTIONS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE PERMITTEE(S) MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: A. ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) OF THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. B. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES ONE-HALF (1/2) THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D.). C. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION DURING EACH INSPECTION. THE PERMITTEE(S) MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE(S) SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. D. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6. E. STREETS AND OTHER AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE ACCUMULATIONS OF SEDIMENT. IF SEDIMENT IS PRESENT, IT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 6. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE INFILTRATION AREA. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREA. PART IV.F. - POLLUTION PREVENTION MANAGEMENT MEASURES THE PERMITTEE(S) SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. STORAGE, HANDLING, AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTES: THE PERMITTEE(S) SHALL COMPLY WITH THE FOLLOWING TO MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS OR WASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER ARE NOT HELD TO THIS REQUIREMENT: A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. C. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM -BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041. 2. FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES; SPILL PREVENTION AND RESPONSE: THE PERMITTEE(S) SHALL TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S) MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITTEE(S) MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. § 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 3. VEHICLE AND EQUIPMENT WASHING: IF THE PERMITTEE(S) WASH THE EXTERIOR OF VEHICLES OR EQUIPMENT ON THE PROJECT SITE, WASHING MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. THE PERMITTEE(S) MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. NO ENGINE DEGREASING IS ALLOWED ON SITE. 4. CONCRETE AND OTHER WASHOUTS WASTE: THE PERMITTEE(S) MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. PART IV.G. FINAL STABILIZATION THE PERMITTEE(S) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION IS NOT COMPLETE UNTIL ALL REQUIREMENTS OF PARTS IV.G.1.-5. ARE COMPLETE: 1. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. 2. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS IN PART III.D. AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY ACCUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WITH PERMANENT COVER. 3. ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) HAVE BEEN REMOVED ON THE PORTIONS OF THE SITE FOR WHICH THE PERMITTEE(S) IS/ARE RESPONSIBLE. BMPS DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOGS) MAY BE LEFT IN PLACE. 4. FOR RESIDENTIAL CONSTRUCTION ONLY, INDIVIDUAL LOTS ARE CONSIDERED FINALLY STABILIZED IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PROTECTION AND DOWNGRADIENT PERIMETER CONTROL HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN SOLD TO THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE HAS DISTRIBUTED THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER TO INFORM THE HOMEOWNER OF THE NEED FOR, AND BENEFITS OF, PERMANENT COVER. 5. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROP, FIELD PASTURE OR RANGE LAND) THE DISTURBED LAND HAS BEEN RETURNED TO ITS PRECONSTRUCTION AGRICULTURAL USE. DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 z O a V cN W 0 O co W m J 2 D C 3 U m J r 2 n W LL U W r 0 ^ T m co m QU>-zH w_jZO 3>m mn cn ¢ w ff Z p 0 g}aWz a2gz- com<F32 �GHw0 aD�QH �0130H O Z co I[= Z W = J 0 Tm0 W }W>acn Ill �aaW� It a W a -a -0. L)jH J J W Y z a Q °a M (0 0) M qT Z J W a z W � o M a cl)o �z v W J5 a z pa m z az W N It O ~ W �z Q N Y aw � �� Im N p ma 9 D z O H �J m J co V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C5m 1 SITE SPECIFIC INFORMATION SITE NAME CLEARWATER CREEK BUSINESS PARK PROJECT LOCATION WEST OF 135E, NORTH OF CEDAR ST, SOUTH OF COMMERCE DR, ON 21 ST AVE LINO LAKES, ANOKA COUNTY, MINNESOTA LATITUDE: 45.1579 LONGITUDE:-93.0337 PROJECT OWNER RJ RYAN CONSTRUCTION 3600 AMERICAN BLVD W SUITE 750 MINNEAPOLIS, MN 55431 JEREMY THOMAS OFF: (651) 365-7009 CONSTRUCTION ACTIVITY DESCRIPTION SI THIS PROJECT PROPOSES A COMMERCIAL DEVELOPMENT ON A 54.6-ACRE PARCEL IN LINO LAKES. THE SITE IS CURRENTLY A FARM FIELD LOCATED WEST OF 1-35E, NORTH OF CEDAR STREET, SOUTH OF COMMERCE DRIVE, AND EAST OF 21 ST AVENUE. THE CENTERVILLE/LINO LAKES CITY BOUNDARY IS LOCATED ALONG THE WEST EDGE OF THE SITE. SOILS BORINGS AND A GEO-TECHNICAL REPORT WERE PREPARED BY BRAUN INTERTEC CORPORATION ON MARCH 30, 2016. TWENTY-FIVE (25) STANDARD PENETRATION TEST BORING WERE PERFORMED TO A NOMINAL DEPTH OF 10 THROUGH 25 FEET BELOW EXISTING GRADE. THE BORINGS GENERALLY INDICATED 0.5-FEET TO 2.5 FEET OF TOPSOIL CONSISTING OF SILTY SAND (SM), CLAYEY SAND (SC), SANDY LEAN CLAY (CL) AND LEAN CLAY (CL). BENEATH THE TOPSOIL WAS A MIX OF SAND, SILT AND CLAY, SOME OF WHICH CONTAINS GRAVEL, COBBLES AND BOULDERS. GROUNDWATER WAS ENCOUNTERED IN MOST OF THE SOIL BORINGS FROM A DEPTH OF 3 FEET TO 20 FEET BELOW THE EXISTING GROUND; NO CONSISTENT GROUNDWATER ELEVATION CAN DETERMINED FROM THIS, SUGGESTING PERCHED WATER MAY HAVE BEEN ENCOUNTERED. THE PROJECT IS LOCATED WITHIN RICE CREEK WATERSHED DISTRICT (RCWD). THE RESOURCE OF CONCERN IS PELTIER LAKE. WETLANDS WERE DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES IN 2016. SEE "STORM WATER DRAINAGE REPORT" FOR ADDITIONAL INFORMATION, INCLUDING ON -SITE SOILS AND SIZING CALCULATIONS. fE AREAS BEFORE CONSTRUCTION AFTER CONSTRUCTION TOTAL PROJECT AREA 40.8 ACRES TOTAL ESTIMATED IMPERVIOUS 0.2 ACRES 23.9 ACRES TOTAL ESTIMATED PERVIOUS 40.6 ACRES 16.9 ACRES TOTAL DISTURBED AREA 30.0 ACRES RECEIVING WATERS WITHIN ONE MILE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER ON -SITE FACILITIES POND NO NO CLEARWATER CREEK CREEK NO YES SITE MAP AND DESIGN CALCULATIONS SEE "STORM WATER DRAINAGE REPORT" FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS. SOILS, SLOPES, VEGETATION SOIL TYPE(S): SEE "CONSTRUCTION ACTIVITY DESCRIPTION" FOR GENERAL SOILS INFORMATION; ALSO SEE FULL GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC SLOPES: PROPOSED SLOPES WILL BE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED 3:1. VEGETATION: DISTURBED AREAS WILL BE RESTORED WITH SEED & MULCH AND SOD. PERSON WHO PREPARED SWPPP ("DESIGNER" ADAM GINKEL PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651) 361-8200 PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR"I TB D PERSONS WHO WILL INSPECT ON -SITE ESC MEASURES ("INSPECTOR") TB D TRAINING DOCUMENTATION DOCUMENTATION MUST ACCOMPANY THE SWPPP INDICATING THAT THE INDIVIDUALS IDENTIFIED IN PART III.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF PART III.F. DOCUMENTATION SHALL INCLUDE: A. NAMES OF THE PERSONNEL ASSOCIATED WITH THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. SITE SEQUENCING & ESC NOTES PRIOR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. SILT FENCE SHALL REMAIN IN -PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC -ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. COORDINATE SMALL UTILITIES INSTALLATIONS (GAS, PHONE, ELECTRIC, GAS, ETC.) AFTER CURB & GUTTER INSTALLATION. UNIVERSITY OF MINNESOTA Adam G-inkel Design of Canstructicon SWP.PP (May 31 2017) If your certification expires on May 3 2C 1 S. yOu must take a class in ArT`er 2714-2D15 to rraint81n mrtification. Erosion and Stormwater Management The bearer of this card has been tested and is certified in the area(sy shown on the reverse of this card, Certification expiry lion dates appear after each certification area. Gyp tL Shri Rem ---v. Head D,!p, a of Bmproducs:md Bioctctpns RngiaeennLt U nive�aiec of N7inae hop ilwww etasipn.urnn,Bdu Card Issued 51 l2014 MAP OF SURFACE WATERS CLEARWATER CREEK IW 2 0 N MAIN ST SITE w LO M CLEARWATER CREEK (ASSESSMENT UNIT 07010206-519) HAS AN EPA -APPROVED IMPAIRMENT FOR: AQUATIC MICROINVERTEBRATE BIOASSESSMENTS FISHES BIOASSESSMENTS THESE IMPAIRMENTS AFFECT AQUATIC LIFE. BECAUSE THIS PROJECT HAS A DISCHARGE POINT WITHIN ONE MILE OF THE ABOVE -REFERENCED IMPAIRED WATER, THE SWPPP HAS INCLUDED THE FOLLOWING: CA DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART 111.B.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. C.2. POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST % INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. SEE PART III.C.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE SITE CONDITIONS. IF IT IS DETERMINED THAT SITE CONDITIONS ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACK OF 3 FT. OF SEPARATION TO SEASONALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS SHOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REQUIRED IN HYDROLOGIC SOIL GROUP D SOILS. SITE SPECIFIC CONDITION BECAUSE OF THE LACK OF THREE FEET OF SEPARATION TO THE SEASONABLY SATURATED WATER TABLE, NURP PONDING IS PROPOSED IN LIEU OF INFILTRATION. CATEGORY 3EROSION @?. (SPEC. 3885)TROL BLANKET 0FF�4,t,�pr,y� �M 4" X 4" TRENCH BACKFILLED OVER 9y 4ST EROSION CONTROL BLANKET (SPEC. 3885) POINT ` POINT A O 8", 11 GA. STAPLES \ SPACED 1' 0" ON CENTER STRAW OR WOOD FIBER 6"— 7" DIA. ROLL ENCLOSED IN 2" X 2" X 18" LONG WOODEN STAKES PLASTIC OR POLYESTER NETTING AT 2' 0" SPACING. DRIVE THROUGH NETTING AND FIBER ROLL. BIOROLL BLANKET SYSTEM ( TYPE 3 SPEC. 3889 ) Maintenance 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS AFTER EACH RAINFALL AND AT LEAST DAILY DURING REACH APPROXIMATELY 1/3 HEIGHT OF THE BARRIER, OR PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL AS DIRECTED BY THE ENGINEER. BE MADE IMMEDIATELY. 2. SHOULD THE BIOROLL DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT INEFFECTIVE PRIOR TO THE END OF THE EXPECTED FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, SHALL BE USEABLE LIFE AND THE BARRIER STILL BE NECESSARY. DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED THE BIOROLL SHALL BE REPLACED PROMPTLY. AND SEEDED. 5. ALL MATERIAL & INSTALLATION MUST CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE MNDOT CONSTRUCTION SPECIFICATIONS SECTION 3889. MAY, 2013 BIOROLL DITCH CIT OF IN KE GEN-18 8 MAXIMUM GEOTEXTILE WITH NET BACKING 5' METAL OR 2%2"WOOD FENCE POST BACKFILL GEOTEXTILE TO z OVERLAP THROUGH TRENCH. 1RENGN n 6„ MIN NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTE 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. r Lt+I t FLOW #1—CENTER OF FILTER ASSEMBLY D" FILTER ASSEMBLY /ERFLOW #2—TOP OF CURB BOX DURB 7 HIGH —FLOW HIGH —FLOW FABRIC WIMCO MODEL # CG-3067 HIGH —FLOW INLET PROTECTION OR APROVED EQUAL CURB AND GUTTER INLET PROTECTION NO SCALE APPROVED MnDOT SILT FENCE FABRIC FASTEN TO STAKES 2' O.C. PERFORATED WALL T z_ SILT FABRIC TO BE WRAPPED <) � AROUND SCB IF NEEDED T INFRASAFE SEDIMENT CONTROL BARRIER TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN ENGINEER APPROVED EQUAL. CIT O F IN KE MAY, 2013 SILT FENCE C I T OF GEN-16 AIN5 OF IN KE KE OPENING FOR LARGE EVENTS REAR YARD INLET PROTECTION NO SCALE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE CROSS SECTION VIEW MAY. 2013 GEN-19 MAY, 2013 GEN-17 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 U W M 3o J3 M ZpGMW g}4WZ o a�gz- Z w M < y0 LU0 Z U_ LU Q�xQLU L _ ~ O H ~OZ (D ' /Z_RR V �Zw= WmNoo i J r Q O °a }W>aCl) W r c CM(no a Uj LU =NNW= a a -a L)� o M W � o O Z N W J a Z pa W N MO ~ W co�Z Q W ZQ L N O Z Ma 0 V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING 8r ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C5m2 II \ cl�' II III 1 II // I II \ II� II \ III II 1 \ II II II II \II �I I III II IIII III III I� I OOO OOOOO O OOOOOO OOO� II\ II II III II III I II I I III II III °1 I I 1 III \ \ III � II � II � i0 � II � II II II it II II II III III II / I 1 II II II III II II II \ , 1 1 II / II II III 7) < m m Im v- DRAWN BY: DESIGN BY: \ A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 6- 0 a� J rQ V r r N r w g m 0 m Z 0 ( O Nw N 0 it Er U W Y Z O (� a w 0. 0 a oc z g w N LL ~ W Q co x Z Y Zw N — W' Z o V PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 2 O _ Z 0 30 60 SCALE: 1" = 60' C6. 0 0 s a 1' a 12 aN W a L, c m Ic v X I < J a W Of a I 1' 0 a 10 0 3 i W a i N 11 NOR I I I SEC. 24, T. 31, OF R 22 DESCRIPTION OF PROPERTY SURVEYED II 1 (Per First American Title Insurance Company Commitment for Title Insurance Commitment No. NCS-773837-MPLS, " i Commitment date March 25, 2016) [Note this Title commitment will need to be updated to included additional property] 2566.70 79°5'S ' Real property in the City of Lino lakes, County of Anoka, State of Minnesota, described as follows: NW CF---ORNER OF I I C� SEC. 24, T. 31, R. 22 I I The East half of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota lying westerly of the westerly right-of-way line of Interstate Highway No. 35E as described in Final Certificate filed with the Anoka County in I i Recorder in Book 1033, Page 414, except the following parcels: I 1 lad That part of a 50-foot strip of land hereafter described which lies east of a line drawn 370 feet west of, as measured t%� a; at right angles to, the north -south quarter line of said section 24, said 50 foot strip of land being described as I �> I I I -- I follows: <� 11 IN II `- I i Commencing at a stake on the east line of said section 24 distant 21.5 feet south of the East Quarter Section corner; `Ij -J I \ thence South 52 degrees 27 minutes West 4,599.2 feet to a stake on the south line of said Section 24 distant 1592.7 i\ I r- A E)\ A / A Tr-E) I I I I i feet east of the southwest corner thereof; \_J L _ L_/-\ I \ V V /-\ I L_ I \ `1 Further excepting Parcels I and 2 of Anoka County Highway Right -of -Way Plat No. 75. Lev, llv�_. �; I /-\I\r\ k I /\I r_-n [)\n�ATr_-�) fl�E)r_-r_-1/ I _� I �I I^IN1F_ ��r-NITr-�) i` '-4 (") v L _ L_/-\ I \ V V /-\ I L_ I \ \J I \ L_ L_ r \ I- 9° l o' \ ZONED.- B/-COMMERCIAL c , F_ L, v"I I v �_".; �/ L_ I N I L_ I \ 1 �'-- TITLE COMMITMENT 1 rz ;11 c 4 � 1 () I I I I \ _ First American Title Insurance Company Commitment for Title Insurance Commitment No. NCS-773837-MPLS, Commitment L ' ^/ I § L O L/ / C / I 1 I Lr; I date March 25, 2016, was relied upon as to matters of record. -, ., \ (`� t� 16.5 6 I I I Schedule B Exceptions: �_,_`_ a ZONE _ GS GENiR,AL BUSIAESS ----- <'-. P 'i _\ \ Y / I OI Exceptions are indicated on survey with circled numbers where applicable. L� sas 7 sue/OWNER: GERALD L. REHBEIN / ye� OWNER: GERALD L. REHBE/N 0 TI\` 10.) Subject to Judicial Ditch No. 3 (AKA Clearwater Creek) as shown on available maps. \ /�� / 90 . 906.6 SAN � / / P 900.3 6 m 1 A' , 9z A` -0 S7 _�, 1 I I Any adverse claim based upon the assertion that TOP�903.2 , 9- I I I 4I 0 �?•, �906.6 -------- N88'55'54 "E=a7s.sl / 92 .34 i--/ / 11 \ \------- 0 CW� 6 I ° 15� 6 �� I n u o ,/c//t_,/, t \ E src 3l > / J ^ " /9_lo (\ ` � \ \ �II o �I I I-;- = - 2 ,I I (a) The land or any part thereof is now, or has at any time been, included within Clearwater Creek; \ $ �1." `� / \ 9a1,Z �Q4- �_01 '\� I II E an Sj� STC 9 b �'�• / ' w T , 00z ------ -- --S 2Q,00 I (b) Some portion of the land has been created by artificial means, or has accreted to such portion so created; - c N89°4 '03"E] _6 f- I ' ATTAILS ,41 P i 06 ;p I'\ 33 sao.3 NORTH LINE\OF -100- ls. �--- �, - - - \O• \ THE I& 1 /2 OR THEJ \ -- - s N88°5 'S - -5± 2/•PVC SANS � \ 0� �� • sw I/4 OF sE 24 \_ " 11 .' a3 I (c) Some portion of the land has been brought within or removed from the boundaries of thereof by an avulsive [S00°38'05° - -- G _ /bbj 899.9 - 899.7 OUNO ANOKA RANS Soo °13'Os" 9os Y'- , 9os [x TOP-9oa0 \17 lijlfLlTY E EMENT ss98; 9o1a ' TOP-9o2.aR �.� 1 9-6 • `9-7 � TY II �� ION movement of the Clearwater Creek, or has been formed by accretion to any such portion. 30.00 STC, I T 5 TIC ' - -9 1 INV=875.6 /� / \ \ 3 INCH AL MINUM MON E Q N ' 878. 01.5 •901.5 /8-10 -{-�- 9 / 1 8�9.7\ "! \ \ MONUMEI�S P� O' NW CORNER OF THE go s - I �� -3 ,•_a_ - -� \ \ \\ BILLBOARD SIGN . - O e� Riparian rights incident to Clearwater Creek. E.I/2 OF THE SW sT 9 .4 0.6 \ PROPERTY CORN 903.8 \ m1 1 019 I / , f - - 7 / 9 13 \ \ \ FALLS ON RIGHT R/W SI If� ) /(5 O I /4 OF SEC. 24 I . OF WAY SIGN - �- _ J 9os �' L�F'1 sA oN 8-2 �/ / / 9 6: \ FENCE 0.a FEET 9oI g f- y I Matters, if any, arising as a result of the fact that the boundary of the land along Clearwater Creek is not a fixed line Q STC ME T DOC. '/f o / / / � \ \ EAST of \ I 1 .�8 and will move. � . W I I I I. 16//Q �09 V ,A71 /1-1 y / 3 / \ I PROPERTY /!!/IINE �1 - yr. �`t 9/ ' oN os.7 I AANC IVPI\ 1 \( \- // 9 � 9 \ \ / �y . I, `aO� 4p" b- I 12.) Easement for electrical transmission purposes and incidental rights in favor of The Rural Cooperative Power Association 003 N I 12o ANC Bo NN I I / FEMA ZONE / 9_001� / �o \ I / I .I III III 4 by as contained in Easement dated February 7, 1963, recorded June 24, 1963 in Book 599, page 390 as Document No. _ZJ�N II I 9 • - TRA S I \ - / // I G 9 \\P��N'� OJ I 249107. [not shown on survey, easement is in Section 34] /// � \� • (� �i G"\ 1 ,12/ RCP , m I o W II � �DaG / I I I I/ 1 8 9.5 \�o PG n / I sT s O N O I I / , '/ P \,, �C, 1 le TOP=907.6 1 Op W a= �905 IIW FEMA Z /JII FEMA, ZO/WE A / / .- / / 40'- ��� n I `/ / I III I INV=903.3-N 1 13.) Rights of the State of Minnesota, including limitation of access to Interstate Highway No. 35E as contained in Final -4 F - : / / \ III NV=903.0-W Certificate recorded May 24, 1973 in Book 1033, Page 414 as Document No. 389552. [shown on survey] / I , W 3 w - III �-ae� / ) / � / I r / •�' V " / / a W I II ' I QWaO III, o ZO IZ � I _ aW. / /' , / / / / / / v / 0Z I 14.) Terms, conditions, covenants and easements as contained in Quit Claim Deed from Northern States Power Company J 9oa.9 N �,, d 05 4.g III i I� \ -� l �L � / I / / B 6e / , J i 1/ ;� I1 1111 W 1 dated November 18, 1992, recorded December 18, 1992 as Document No. I 0 13286. [shown on survey] III 6 '*/ ozo 17 /// / / / I \\ 9 34 f9-2F �o // \ \<�w / f I �J II 1 IIII N Z 1 15.) Easement for electrical transmission purposes and incidental rights in favor of Northern States Power Company as 904. .0<a / / / / b F\� '� _ \ / 111I I contained in Easement dated December 1, 1992, recorded March 19, 1993 as Document No. 1028503. OG�O � 1 J a_ 904.3 9°o.z aD Ia 1 � � A - l/ / � l i / J P� / �- I II ��� [shown on survey] 1 904.6 905.0 , II II) / / , i \ 99. , �• \J / / I I I Q O I - �D� 903 . -� I / \ / 1 /r '''22 °J <� / / ' W I I I I a<, I As affected by Assignment and Assumption of Easements dated December 29, 2000, recorded February 20, 2001 as 903.9 0 . \'IN ,(� , \ / ' I / � (/ 1 \ / W ,� 1 ',l I I Z W /- I aaalJl Document No. 1551284. 903.2 ' /J� � / O LP m < O / I W \ �96, J _ 02.511 I I ,, , / / 1 y. • U n / /OWNER• REHBE/N PROPE� ,Es I � ,. W II �� I I 16.) Terms, conditions and easement for sewers and utilities in favor of the Metropolitan Council as contained in Easement J. .` Bz.e �I/ I / / I/ / ^ I v'( / / I U I I 11 1 I I I dated August 26, 1999, recorded August 31, 1999 as Document No. 1453482.0. [shown on survey] TOP CM (/ �11 J 9 \ ryryry ggg 8gg9gg9..1 / ' I, \ � ` / / / I / I I I 1 1 y '� CMp6/T3, 'O - II I ' ' ,, \ / / \ I _ll 0� 1 17.) Easements in favor of the City of Lino Lakes as contained in Quit Claim Deed dated June 13, 2001, recorded October �. \ - 69 . g \ / ZONED. GB -GENERAL �USINESS I I o L ` 1 1�111�\ \ o \ / /3� o?rl o'r \ / / = •90�7 I III . II I I o mM I 12, 2001 as Document No. 1609908. [shown on survey] 0 Jp' / / C\� W 104 El I I. Z zo o" ;� s \P tiGy / �j I 11 I I Z 1 18- 19.) Not survey related m � I� \ 8g ) / / � �Fi\PG� / � FLAGSWETLAN3, 5 & 16 I I 1 II � 13 wti O 898. /� r 902.5 M o WERE NOT FOUND Io-2 I m �0 20. Subject to Anoka Count Highway Right -of -Way Plat No. 75 recorded April 28, 2009 as Document No. 2007086.001. \ / ,I, Z I \ Sf. / / s- / l / , __ N f�6 - E ►, D ( \ � -\ III I IIII - o� I ) [shown on survey] Y 9 Y 9 Y P \ 902.5 `' I II ) 1 1 s '� ss .7 / FEMA ZONE A f � F I I I I 1 0 w 0 902.5 � , ss . W Jii 21. Easement for electrical transmission purposes and incidental rights in favor of Northern States Power Company as I II _ � /'�/ T /� ) P P 9 P Y o \ : goo. II I 1I o �` '�•s'-`:�s 89ii I I 1 OV / `O/ /" 1 �) / '� II III CB contained in Electric Easement dated April 29, 2009, recorded May 28, 2009 as Document No. 2007732.006. III p\ 6i`t- B . , I _ - / \ I I I NV=903.8 [shown on survey] 902.5 7 \9`0 ,� �1 1 -` Tslw (AREA = 682,325 squaroeet oi�5.664ycres/ / \ 11 11 I I I � 1 \\9 -<9 ' Il W I •6 A \ I \ O - _ / / 1 I II III I I 1 I 22-23.) [Not survey related] I 1 \' a§�°a~�yo Il • 9 0 I x� °pgs0�0 \ \\ P I �\ \ / I I I IIII III I 24.) Subject to Cedar Street as laid out, travelled and shown on available maps. goaa \ %ram . J- cGTi�F,�F° \ T I� % / I I III I I I I II I " / 902.9 89 II ' I I PR POSED�� INAGE •�• I e>_I-1 c�,I,T B �0 0 1. \ � / _ - J I 0 �LP1 y I � II I 11 _ AND UTILITY EASEMEN F '9T0 SS�.� 0- '\ \ \ \ _- FEMA ZONE X/ / II fill I - P I � / �� I ti F,�F.gr / / I I 11 N h I N LOU GENERAL NOTES 9a3.5 \ ST 89 I IS - 4, ��\ \ I--- / 11 III III I " I o w PIL Ia _ I � $�6 F \c�\ � / // / / I II I I - I.) Survey coordinate basis: Anoka County Coordinate System, NAD 1983 (1996 Adjustment) o \ 4• ` 4 I \ a/ - ,0515011E ��-9l \ - - / / /I II II/ I 2.) Wetlands shown hereon are per delineation markers observed in the process of conducting the fieldwork. Markers were \ c a7 I 1 I s I 391'80 �G�, \ \ / / / I I III I 1 Q set by Kjolhaug Environmental Services, Inc., April, 2016. W.9 II I I A Z S,t�e ��S / / 11I III IIII I I 4E 3.) Site addess is unassigned per zoning letter dated March 17, 2016. s I I 2 - I III 11 II I .I ,---I-/ 175.9 --- r. �� %, II I CB 4.) Proposed features and the building/parking setback lines shown are based on a site plan prepared by Lampert �i .9 n/ I 21"RCP TOP=906. 903.5 / i - - \ INV=903. -N II \ I ?,9�'iy� \ \ I / I II STS INV=901. -w 1u, O Architect dated April 19, 2016. LIJ a3.6II �, 1 I) �/ 1 \\ / / 1I W I14 Im I INV=901.-5 ^ r n .6 Q �L o `�► 1 ISd�P � _ \ �Q�-�,3y11E `�9,�F\ \ I II /IIIII10 N UTILITY NOTES II 90 o I I ' �/ I- .11 -- I �9TF�p � \ 11 III I I It I I I ;;� 2 II 4A I / 1 � �,•, / I �.� l0 mm�J e a 1.) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the I I / So \ ,p' / / / FEN 5.8 T I II o`7 � V J LI- II I I I I \ /1 •�� 1,, - / / FEN 5. I 1 Q1 h underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be 1 I 0 I 1 I ' \\ q c 8 I'/r � -� / / Z PR ERTY LIE I I I accurately, completely and reliably depicted. Where additional or more detailed information is required, excavation may I(_� I I I - \ q F 6138E / < I I I I be necessary. I/ J ` l � _I_.- / � � so2.6 1 I I / /I 1 \ � \ \ 9T _ _ 3�3 35 / / c2i � 9 4.7 x J � IPI I I � I c �I< I / 'I I � n I �/ I yP 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. J 1 '-I o I / I � \ ' 1 v1( 2� II 1 I I Q Z \ / W I �l oo. a° I I ) I ( I I \ \\ F� ��. V � I L, III III 0 1 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to o i / / \ . O W o I I I \ \ A �?o \ I I I I 0 our Gopher State One Call, ticket numbers 160400111, 160480507 and 160480514. °I�l h 1 \ S� 0I II ti k W I o17 I I( I I FAoA� AI \ M I II I _ J, �Iyal � I`° I C5 o I / / I /1 \ \ \s'os F,f,9SF % � � 111 I1I II I � 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-I 166) for precise onsite location of utilities prior to -T WW I I11 Z m I I I / I I \ \\ >F°� a, \ I I II ao I any excavation. _I 1 o t, ;� ;��� " °Ogs�o x JII �I I I I OF Q ` `� III ZI I PROF OSED I I III P O N D I II I Q G F/y � M PO DING I 12P., \ \� Bj I - I I 899.0 FEET 1 IIII m i FLOOD ZONE NOTES 04.1 J ° 03. II I W °�' rJ I I \ /O I 1 WATER ELEV. o Q. 900. <t I I r7(t'\ \ ti ` 1 ON 3/14/2016 I °' 04.4 G� �1 4A- _>_ Ill l / 1 Q�01? PROPOSED \ \\� �o� x I I 3 i III 1 1.) The subject property lies within Zone X (Areas determined to be outside the 0.2% annual chance floodplain) and Zone w I A (Special Flood Hazard Areas subject to Inundation by the 1% annual chance flood, No base flood elevation 903.3 /I II I o �I I /i I PONNG \ \\'oy -\ I 1111 01w IIP Ce ir°v=soz:e determined) per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No.s 2700150366E \ / 1 I 1 I I I and 2700150370E, both dated December 16, 2015. This information was obtained from the FEMA Map Service Center 903.5 I \ II 1 0 < I / I I I \ r \\\ - - °° I I1 eea.l I I� 0 1 web site. 11 -903.8 II ' Z W I / Y tl� o I I I 904.3 a],�, 121 < I0 I I 1 1 v\ \ - di c 10 "c-7 w IZ / 1 1 \A I � \\ `" �c3� \ \ \ ,��5 I'I' `I m 2.) The flood zone demarcation line shown hereon is approximate only per scaled map location and/or graphic plotting. I11 Flo N I I I I 1 �� \ \ �sr,, 51NV= 0 III II W FEMA maps are not precisely drawn and do not scale uniformly. Contact FEMA for final determination. II 9D. Q ; � I i l \ �\ �, \ \ \,\" , 899.1 \ 699.G ) I -loo- ----i GWB ZONING NOTE II�o , I I 1 1 \ �9 1 ' T r L9 III ad 1 903. I1, �`�•; 897 II . \ / I 1\ °�� \\ n ,\� //�� I W / / g0j2 oBC1. w96 1.) Zoning on ngeinformation shown hereon is per zoning letter dated March 17, 2016 prepared by the City of Lino Lakes, City II -I I /` / I {r I I6 ' - I A v II 4A II i _ - - \ - - - - - - - -� - - - - - - - - - - - - - - - - - .�:� (�\_ h \ m ) The Land is currently zoned GB, General Business and LI, Light Industrial. The LI, Light Industrial classification allows 11 -LIJ / - I -- • H r9 O 2. II - - _ - .Co /c e 9 3.8\ �I` I�Ilthe Land to be used as a ermitted use a warehouse distribution center in an a roximatel 41 1000 s uare foot O_ m------------------- -�- �.---------- - .y�,? /,r, �� ' \'\ BOX I �GULJ�i "Project"). P II / approximately , q -------- ----- ------------------------- -_- Jy Y II I I --- I - � �- r- T-- Q - gtiF° INV=894.6E � building (to be built) (the Project ). A conditional use permit and ordinance text amendment are required to allow 7 I/ I FUTURE ACCESS ROA 4y �� gt. o Ibo I VI / / I I 9'l-�0 �9 I T, . %� for open and outdoor storage, in accordance with Chapter 1007.120(9)(e) of the Zoning Code of the City of Lino L- - - - 1-------------------------------------------------------------------- - E Lakes. I --- - G NA NI I7 /--------------------------- ----- ---- ----- 3. If all or an portion of the Project is partially or completely destroyed the Project may be rebuilt to its original size I I I I rI-I-I-I-I-I I� %---- - - --- �---� _---------------� °ems \ N- g 1 ) Y P J P Y P Y Y J Y 1 I J I I.-41-56 I�I I I I II I I I I 1111L_ I I 1 � FEMA ZONE X / - 1 � �1.\ ` 0 FENCE 0.9 FEET and configuration, without any further permits, approvals or the like other than building permits which can be obtained �I I - I i / , / I \ PROPERTY LINE WE OF if plans and specifications are prepared in conformance with the City's building code. Ij / /� CB 67 I /I Ii ,I�_1 I Lam- ,- t1 I �t I- I II I /\\` / / ( \`I\FQUND ANOKA a NVV 902.0 1 II 1`�- I tl I I - I I \ 1 \ / � - -- "- _ � I 3 IN�OUPNCIT�MINUM I oa.a II' , I I -- -- --T-- I __I I •_\"-LOT--- T J------7-- - / f �--- -- _3 INCH A I •2 9 24RCP I AREAS II :t , I I I I ----___ ��/ / ��------------------_- '� I 9 STS I$ s'+ i _ --I I --___L__ I I """ \ Zzn: EXCEPTION �I PARCEL 2 Of Lot I = 1,213,017 square feet or 27.847 acres I I I I 1 ANOKA COUNTYI a-0 20 - �OSITHWES��oNER- - I __ J I _ AREA = 1,213,017 square feet or�7.847 acres � 11 I RIGHT OF WAY _J �- O - � ,II °' SHE NE -I -I / -- i -- \ I I < - � SOUTH LINE OF THE NE I 4� I; I II :V MAP NO. 75 I0On �SW 11/ 00-SE4. �4 �--� -11 I \ sB,Z / OF THE SW I/4 OF SEC�4-,---------� 1 I, % r_ Outlot A = 682,325 square feet or 15.664 acres _J AI --- I -90 I 1 -90B-9-------------------_-- - - - - - - - - - - - - - - 9e3--� -- oz4 � ------ --- � T �L;� 11 1 � , � UZ � Outlot B = 427,943 square feet or 9.824 acres _ 1 G32 z - 1 I p� p� I I I I I I I J I I I �/ NORTit L� OF THE SE I /4 I I I I ° 0 1 N 0 1 _�023 - I 7�j4vJT �9T II I \ OF THE SW I/4 OF SEC. III O ANOKA COUNTYI N 0"r Cedar St. and - - L_-1 f ° .I 10� Ea 111111� / \ / / � - I I rl Tl RIGHT OF WAY 1 5 <Y 3 21 st Ave. - --- III \\ / - I L - -MAP N0'. 7.,5 11 I ZZ Right of Way = 145,918 square feet or 3.350 acres 11� i ` _�83.0�_r ___6 L 'rr .r7IL TI IT f T61 _ff_r_!jLi fTr�T1-y1 -1 I T 1T lrlt IT T-ff"kZIZITi"111••1r��� jk-6 ( za = / _ I u r� 11 u u L� �+- I I I Total 2,469,203 square feet or 56.685 acres 1 I. I SOUTH LINE OF ANOKA COUNTY / / / / / II Ij 1 - ygg j I / / / / / / V I 11.3 1 1 I RIGHT OF WAY MAP N0.75 II II Z / I \I / I I�� Ij I 0 3 = i / I 1� I I DETAI1 / ; 1 �1 1 1 100- -7 /NOT TO SCALE` �, II,� - Ij I I w 1= I I �_ / // 11 I I I NaN-ACCESS ow I I Ile II {� _ I I ; 1 IN o I I CONTROL PE`_ Rehb x3 D) ANOKA COUNTY RKZHT ./V \ Il o Ij I I' o -1 - I /, I I I �I 1 rn = Z � OF WAY MAP N0. 7 7625 J \ II= Il -6� _ I 1 I I 1 6 I F � Lino II II1 '� � _ I I a i °' INN PARCEL I I I N _ - I1 I I - I / I 913.BII I ° zF^ a, O ANOKA COUNTY RIGHT\ //��i W , of WAY MAP NO. 75 1 Phon \ 7 _& _ 1 I I I \ 1 30� SOOT H LINE OF ANOKA �1\ I� i / 1 0, I I COUNTY RIG HT OF WAY \ `V\ -� - - \ I I (I W�-1 I I I FOUND ANOKA MAP N0.75 D E \ II, Ij 'K - I / / / 1 1 IQ I 0 3 1N COUNTY \ III Ij J I J - ; / 7126.5 > - 9-54 I 1 d914.y II °o m MONUMENT i - Unite II I II Z etNG I _ / / / i 1I Ia II I - I I Ir O ha I S600 II 1 _ I� I -BACK - I / I o. 4a I ; I I ; o I3 : 1z3 N om< Minne I A M ` ol04 ~a rrca'1'i / I I I� I F__ I _ / / PROP SED BWILDING �4 = I I 11 I I I W � and I ~ h N $Qo wa / Canta X = / / /�� Q ; Ii�-10.0 00 coin 0 N� 30 E- / �R3 �� 6 I L_ / / 402,552 �S\ F. I I I i /Sul BA I W 1 J I o 0;_j N>o / Phone / / II I� I _I -I l / NI I NZ I / / 912. -� 2.5 I/ I I I I I Vl I 0 <vi;% I 3rcM w33m / - 1 �� - I / w rim \ / ( ( II I 0 I- I I �Iz. I I/ I PI RKI r °- wo,6 I 1 I II I� KING- j / / •9 e f,��BACK- j -4 I 1 1 B I I l c.) y a o z I �� \ / , / fill. - I .; I I O ( I I ZZU I II IN �_ 1 _ .9 9 9 I ; I ;IIII z=ol I I II I - -2 , -3 I I - _ I , 6 I 1 }I I II II I - y, - / I _ I ; I I ; I 1 4, EAST I/4 CORNER OF I \ I I I y\ I �I �j���y� 1 SEC. 24, T. 31, R. 22 � 9 B I I -� 1 ; / O D - D T /A os 910 , - -2 � w 1 8g �o �I I o 1 / / C� I II I I - - • ' ` II / 1 2wC91 a 1 111 L / II Ij E _ "&- �: -I _ a I /�J{U)a� . II I o w /_ \\ II I I I_ _ 1 11.4510.8 �. // I I / /-1/ Po 0 1LZ / / 1�, B II I I _ I _ I ,� / I I' < -I III I I * ,g / - I II I �-/ ' i 1 I I I ��hy O M 1. I 11I I I `5 5�N0// K" r[ \ I I I / / J P / 1 / �' ego 2 Il I7 I- I = / / /I ;/ e1a.�i I 13 ' I� �N QZ /j,`{, II I � _ / / /%� J� I I IIII 0 , \ \ e' \ 3- )I905.2 ` 13�411 -_ I� ,I - _ / I = i -1 / / / �.0 I 011 1 m MC'J I / I / '.`'' (n 2. /Y ' Z<M I, IIII Z Ij /' I _I - I I _ / _ _ �%-:!" 1111111I I i,t /Q - I JI w z U O I� III 4 I _ ..� .16 fi 11�.1 _W-6 . LL 1L iL -61�11��/ IJ- - - IJ 1L1. LI IL t11G11W9 'L I� I.j1��Ll �■rA_J LI=-'IL F/� IIII I m M / / �I� \ _/ (; - �' 905.3 I II 0 I� 3 G � ( � / A I \ I I r--- - BILLBOARD I;ctT+ I 1 ,� Z O 1 / 3. _I��`_ II W I Ir 11111 \ I � �� I I; %` ;- I; I II =a.WZ I // Z E 905. I I k I I I\ )� I I III / V o I r W_ I I� -I \11I I J v // »'� ►r' 2D.11 IIII IIII I Na I / ,", 11 / �I IL 11 U,I I -� KI ul I-,' / I I - / r ------------ , / 4. II J N c_ J I ;; 1' L- - --- L----- �La11 II I Z< 1 I W �� o II o IM II 1�- I =� _ - � li / I I � '�\��\-' / � I--- � /9 `�/ _ � � I ��� I I IIII J� Jz / Z a I < Ij I - 1 - I x ) ` / / / �` + 1 1 W 11 I / , WC4 LEGEND I I I O = - f I xI / / / / / / �; I I III 11I 1 / / / /' �N p Denotes iron monument set marked N �4 m ;i a Ij 1I -� _- ��- - I 11 /_\ , _ - 1 Q� with P.L.S. No. 15480 x 4.a I I \ 1 l� o -- -I - � - i I I ( 1 �)<` FED zavE ' / / I /) �� �1 �I I I I III III I I / / �/ CY �, I-IOU I -�� _ I I I / I 1 1 /91 1 11 // / / F_ Denotes found iron monument marked with a / o II < I I- _ I l; I / I / / / / / I /I I I/ 1A1OD IIII I / / / / o� plastic cap RLS No. 17765, unless otherwise noted I II / a II lir '`I I L r� I I I f�( Z6 Z Q / / / PROPOSE[YDRAINAGE I GATE I I Rio I ZI I � I / / / `i on this survey. / �> I M I ()/I I I I I L----� _Q omoAND U�LTY --- --- J I I -l2 I�/ :;� �N I 1> - Q to I L-I L_L.I_IJ r �IL/ �X-x _ x- Tx=x=X=+�Uj - X_ -X=X- -x-x��x-:-■ x�x x-x�-x� xi 0In, I; III ,Z;,--' a- ( �) I \ / /` \ 'j - 1 �N� I` 1 / \ NI CL F // Zo AIS Denotes advertisement/information sign I/ II / - --�� -,cf --1 ----- --- -- -------_-----_---�_ --- ------ ----_' ---�- U ,�W • 3 °IIU BTL Denotes beaver tail curb / / sos.1 I If, - -- _------ -- -- ----- - -- -- - -- --- ---- - m . , h CB Denotes catch I I N89° '52NE SHARE ACCESS oAD Os4e No0°41'3 - ; . -- / / CBOX Denotes controlbox- -----� ------ �„E. I II I *-- - /L ELECT7IC EASEMENT -34.18 = 370 - CBX Denotes communication box I - r % / DOC. NO.2007732.006 CC Denotes curb cut H to / 1 I ) WjI I - C\ I ( / / / / � � �� � _ •/&.- I / CMP Denotes corrugated metal pipe I I / SEE DETAI ' O ¢ '' CWB Denotes concrete wall base 9 5.8 \ ; WI / r Q II \ I (j / / / / I � `� o F �ETAIL _N CWT Denotes concrete wall top \ I Woo a I' I \ I / / / I /,ti0� DIP Denotes ductile iron pipe Jo� 11 5 o II 3 \ 1 / \ / / / / \ eke �� G �W I 1111 I W o f��mW EB Denotes electric box I �,� I II •f , •a I / � w/ I LiNJ 0 EM Denotes electric meter I WQ \ W U - O\ \ 1.1r 1 / / / / / ` -- ' R1 I I m UIZ LOT 1 `o 0l3 ; a \ EMH Denotes electric manhole I 32 ,+1i 2-3 *911.3 / / / T " F I � � or p / I Q 12-s I /V �P d{6 GW I o, ,On �,�r r� N'nl W3- n FOL Denotes fiber optic line eo6.3 I 9 .6• �07.9 \ \ s+3� Q� 4 I / / / / i - �� 1 1 301X �I'+ N;6 GP Denotes guard post I I = 1 2 , - I -I \ / ��0. /I 1 / /1 PP 4• I 1 w w1� N89°46'521' 1 I O �,:: ?-1:It g08.3 - Cn s11.o �' P911. GW Denotes guy wire II 90 a a / / / / / / 1 / GW / I 1 J a / 906. 48 I o I "� 0) '4 / C \/ 2-2P z- Gw/ I HCR Denotes handicap ram II II F y / / / I / IIIII I_o I ",� 2 P P I \ I I y / / / �'cw / o 0 A 'I I 910.3 ° 910.8 i - * • 911 4 / / / / / O1 - $53 48 32 W 5 20 N 'III 90 , ^ o / / Gw ( 1 '� 1w . ° 00 I HYD Denotes fire hydrant \\ \ 907.i I \ . 9 5t 2-I / 2-7 / / / / / / / ' e I, / r) �� 027.=;;., ` -;_- 6• INV Denotes structure invert II \ �' / / 5EF`6 / // /1 / O I Z W T, E 9 P 9 _ a 45 II I E\LANO No \ 09� J / /�T/ / / 4 \ , yti$ / G41 / I 921.9 �1 111 t1 wIw EXCEPTION I /g0 ,41° I MB Denotes light box ,906.8. - s II I W 1-8 / / B ��� \o PP/ I Op _ < a ( I 12' 16 9-QQ17.s ' so7.s 1 I /� Sy \,o / I/ I�1 1 m 'S00 MC Denotes metal cover goal I118 • I-15 -- /---- �9 6 � / / AREA = 427,943 square feet or 9.824 acre S, a ryv / // / I ` r1 I ?s MH Denotes manhole - 1-19•, I l I - 1 7" / / / II/P / E � m 0 I 0 -1 1', wo< I OD Denotes overhead door p III 111 s Zw OHE Denotes overhead electric line so20 • - - ` u1A a110 I A-9°/2'25N •'s .2 / /9 1>� ;__,�4- oil / o S / / I O III m / i ~ W 1 ANO NO \ � o N I R=460.00 I ' '- gIG� / / / / L�ONED: Ll-LIGH � INDUSTR/AL P°� / ,, / / I 1 11� 11 a I � � ` -, 13 �w / PEP Denotes polyethylene pipe g� w PP Denotes power pole WE I mow -_73 oe7 / / / / / v <W I w<N ��Z o ,I ci -=<Z PPT Denotes power pole with transformer 19o2a1g� Oki J ocn 1 �, / / / / �P�/ / PP �G� / _ = IIII III 10U � W �' �_INJ P P / / �, ,�0� UU Vldln w M U) waa 908.4 / _ Vl_ --- 1 _< • 909 / / / / ��6 / / I 14 �� GF.� // /Gw / \ �� \ 1 O m w 2 IZ+I III 1 I M rn w o �ti 1 e�` ti PPU Denotes ower ole with under round utilit I II o /�// o w a� ao 3 V w P P 9 Y 1-22 0; 1 ' 1- �\e o / � I-06o 1 I 111 II Inor, o <0�1� PVC Denotes polyvinylchloride pipe .K11r , •908. / / / O N a �0 In o 1 ' 9 I� 2 ,_ / / �e �,o / /�j �o,-�/ \ NI°0 �o ? III 1 1 <OZ \ I / RCP Denotes reinforced concrete pipe 5 SAN Denotes sanitary manhole -� -III ,-; I o / / / \� / / /���� -�� / �� ��� ►� }WM , 31 II �I W11R QOZ 907� II 2 41 �0 911.1 P\ ( / �j� r) JZO I oZOD zo / / / F° V_ 11 // \ UJUJ -- o o SANC Denotes sanitary cleanout -TT084 h1 s,y/ p ��� I / / / / / h oo\� / ��/ / /� / / Z � N r o - I I 1 Zoo SAN S Denotes sanitary sewer 'I 9027a'* - •sos.1 1-26 > I vn)1f A, N / / / / / / /9 / / / P / / \ I I 33M I � I I I STS Denotes storm sewer 11 I STC Denotes top of surmountable curb 1-25 �_ � */ / // �? I �, e II II L _ / I / / / / / / / I O gl 1 UI TC Denotes top of concrete curb o� I 1 b / I✓ / � / / 1 923.3 o III ►1 OR TICS Denotes traffic control sign / 1, 0 / /- / / I SOUTH LI E OF THE EAST 1 TRANS Denotes transformer pj 24 ? / HALF OF rHFs , HWEST I w /°� - _ ;, II - 1 / 0 QD / ` / s / / -� \ QUARTER OF SEC. I I 1 O1 OW I UGC Denotes underground communication line N THERLYf� 'HT OF WA/ A POIF�T 1675.6 FEET / / "' w III ��� 1 8 R/ a 9 PERE OORA COUNTYREFy LF E?T OF THE SW / / 's ? // �daE / SANITARY\SEWER AND UTILITY 1 5AN1TAResr� I III V 11 W' UGE Denotes underground electric line I ;, �/ i g / \ RINN1NGNORTH 1 III < I VP Denotes vent pipe C RNER OF SEC. 24 P P 1 co 0o p� SECTION MAP / / fjt1�87° 16' 12" EDGE OF EASEMENT D NO. 1453482 923.3 OP 922.6 Q °� /I 1 IIII W Denotes water line °i' vo') 9j1� /A POINT,l532.7 FEET / [938] A CULTIVATED FIELD I6 \ 922.5 INV=902.8 I U SOUTH I 4 CORNER WV Denotes water valve / v •r. , EAS-r, THE SW,- 21.2 N 57'33 921.0 9g+9ao.a O 921 - sA OF THE SEC. 24, T.31, R.22 ; 1 I QO�1cy+8 / OWNER OF -SEE 24 / / Nam. . I 869.42 921.3 I/ / __ - / 922.30 I 100 - y CASTDIRON MONUMENT COT Denotes Cottonwood tree SOUTHWESLC / 1 -- - - -- - Et - -- / 12"CMP / � 24" PVC SAN S -sue- / 1 ✓ „ S88° 19'38"W ---_ � g14• ' / PP STS / � 2.5 TY - -- 377.71 -- • EVG Denotes evergreen tree ��HE E I/2 OF THE 1 1 a'�jI 13. ` __ N - SA" 1. /a! +"�� 1 �I TR Denotes deciduous tree DANFo _ -- TICS 475.05 sw 13/OF SEC. 24 \ I I V Nj INV- 3.9- W a _ pvr A __ � 91 N 0 D IRON MON T �� INV=9 -S \ - _ G R A 922.8 I ,cF g 922.6� - 923� V E L M /� OUND IRON I / wITH QKEN-chP) 25.58 -" .0/. f-� - � - - o -94z. �N 13 � 922.7 �MBOL 9 2 / 0 UMENS RLS ' 1 3. 91-F - � _ _ ABA N�ER JNE:9F -�^ - - - /�-02 2 I ` 1 N-0.3 I- - 2--cog- yTBy r JL1iF CE ll7i 19.9 92I.0' - �n h 9� 922.9 t .9- . P 0 ry IT111T I�nIs� 917 y� 18'9 L ISII II MB $V` �o, I EMH_ _ __ _ /IGAS - S 921.7 �l2" Fp4CEMA/N �� OHE - PP PPU - � v- - 1-cns s1s. �°T U 9I817 N O -_s2 920`yam- III III �A1 o H Bk� Ib-BIP-It`'' � 2"PEP 919.1 '�-, � �. 910.4 m I '=-- g� jg �9.z EDGE OF �/ ��� .2 OWNER.- BISON DEVELOPMENT 1 CBOCCB /�_ _ 1 - -- - � RIPR UGC -nub-v�2-�Ty� - , / r 23 CO., INC. , OHE _ - - - s I z. E _ r� r 17. / r,,*°F L/ L / OWNER KENNETH & CONSTANCE y-/ / ^r O DUELLMAN ^iA/' /_ I �12 P n� PPU ��[+ ��/ T 7 MH'- �6.8 %_7 /,- l A I TF- t. v / , Cat. vv/S .. ' TOP-9I7.4 / V /l I,^\ l TJ, lJ// V / L_ --d I LAB /8" y• C INV-905.3 h //1 LJT/ /��/) /A /Tr sl TS I-,' � 7A/n Ann/T//'\A/ /VVl\l�%l VlIVIL_ I / � 414.8 / \ � I V [J 7-I L/[Jl / / l// v NER: act VELOPER: d e: ARCHITECT/DESIGNER: ein Properties Lampert Architects 24th Avenue 420 Summit Ave. Lakes, MN 55038 St. Paul, MN 55102 person: Rick Fox Contact person: e: (763)426-0896 James Berthiaume Phone: (763)-755-121 1 Properties CIVIL ENGINEER: American Blvd W, Plowe Engineering, Inc. 750 6776 lakes Drive, Suite 110 apolis, MN, 55431 Lino lakes, MN 55014 ct person: Contact person: Charles Plowe P.E. on Champeau Phone: (65 1)36 1 -82 1 0 (952)-835-5300 SURVEYOR: Sunde Land Surveying, LLC 9001 E. Bloomington Freeway Suite 118 Bloomington, MN 55420 Contact person: Mark Hanson Phone: (952)-881-2455 ENCH MARKS (BM) AVD 88 DATUM Top of metal rod with disc marked MNDOT 0282S 50 feet south of Co. Rd. No. 14 on the east side of the northbound lane of 35E. Elevation = 931.46 feet ) Top of top nut of fire hydrant in the northeast quadrant of 20th Ave. and Cedar Street. Elevation = 910.62 feet ) Top of top nut of fire hydrant on the south side of Cedar Street, 600*/- feet east of 21 st Ave. Elevation = 924.83 feet (Shown on survey) ) Top of top nut of fire hydrant on the north side of Fairview Street in the northwest corner of the Cut -de -Sac. Elevation = 907.69 feet VICIIVI T Y MAP -----T------] N I I 2 ,IA I GSA.H. NO. 14 MAIN STREET JII % i 2' I , I" I .Z��// h 10 � i Nk V COMMERCE I BLIv - - - - I Iy 3 . W �I 2 d 2 ¢i 01t i NO SCALE I �I 5� O � ZI I I Q I N I ------1 CEDAR STREET SITE SEC.24- T31 N-R22W ANOKA COUNTY, MINNESOTA 80 0 80 160 V SCALE IN FEET I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 17th day of June, 2016 SUNDE LAND URVEYING, LLC. By: -----------��------- Mark S. Hanson, P.L.S. Minn. Lic. No. 15480 Q Comments from city IJMD 6/17/2016 /\ Comments from city IJMD 6/14/2016 Drawing Title: #* ///l1// 1 >r UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420-3435 *�952-881-2455 (Fax: 952-888-9526)-881-2455 (Fax: 952-888-9526) LAW Branch Office: Cloquet, Minnesota 218-499-8267 Project:20/6-016 Bk/Pg:660150 Date: Townshlo:3l Ronge:22 Section.-24 0611712016 File: 2016016007-PREPLAT-Rl.dwg Sheet: 1 Of I L ENTRY ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION CLEARWATER CREEK BUSINESS PARK Lino Lakes, Minnesota I �- Arm a r 4&m^ OF- „xrr�.�.:.... �. "�R�-•?its: _ � • - Air A. ...� 4 _ja MAT - - Gi�arwater �. r ,ater Creek Clea;-Water Creekr r STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: APPLICANT: BACKGROUND PLANNING & ZONING BOARD AGENDA ITEM 5C Michael Grochala July 13, 2016 Consider Resolution No. 16-01, Regarding the Modification of Development District No. 1 and the Establishment of Tax Increment Financing District 1-12 City of Lino Lakes United Properties is proposing to develop the Clearwater Creek Business Park. The 40-acre area west of Interstate 35E is zoned Light Industrial and is designated for industrial use in the Comprehensive Plan. In conjunction with the plat, the developer is proposing the construction of a 402,000 square foot distribution facility on approximately 30 acres of the park. To assist with the development of the site the Lino Lakes Economic Development Authority has prepared a proposed modification of Development District No. 1 and a plan for the establishment of Tax Increment Financing District No. 1-12. The City Council has scheduled a public hearing for July 25, 2016. The plan has been sent to Anoka County and Centennial School District for review. In accordance with statute, the City's Planning & Zoning Board, acting as the Planning Agency of the City, shall make a finding that the establishment of a new TIF District is consistent with the city's Comprehensive Plan. ANALYSIS The City's Comprehensive Plan guides this area for Industrial Use. Chapter 5 of the Plan includes the following goals and policies: • Attract and encourage new light industrial, high tech, business and professional services enterprises and maintain and expand existing businesses in Lino Lakes. • Promote efficient, planned commercial and industrial expansion within the City's growth areas, accessible to public infrastructure and transportation. • Consider the use of available financial incentives (i.e. TIF/tax abatements/grants, etc.) to attract businesses to relocate or start up in Lino Lakes. Chapter 5 of the plan further describes Tax Increment Financing as a tool for accomplishing the City's Economic Development Goals. RECOMMENDATION Staff is recommending approval of Resolution No. 16-01. ATTACHMENTS 1. Resolution No. 16-01 2. Draft TIF Plan LINO LAKES PLANNING AND ZONING BOARD RESOLUTION NO. 16-01 RESOLUTION REGARDING THE MODIFICATION OF DEVELOPMENT DISTRICT NO. 1 AND ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-12 WHEREAS, the Lino Lakes Economic Development Authority (the "BDA") has authorized the preparation of a modification to Development District No. 1 (the "District"), and a Plan for establishment of Tax Increment Financing District No. 1-12 within the District (the "Plan"); and WHEREAS, the Lino Lakes City Council (the "City Council) called for a public hearing to be held at 6:30 p.m. on Monday, July 25, 2016; and WHEREAS, the Program and the Plan have been submitted to the Planning and Zoning Board for its comment pursuant to Minnesota Statutes, Sections 469.124 to 469.134; and WHEREAS, the Planning and Zoning Board has reviewed the Program and the Plan and compared it with the City's comprehensive plan and other plans for development for the City. NOW, THEREFORE, BE IT RESOLVED by the Planning and Zoning Board of the City of Lino Lakes, Minnesota as follows: 1. The modified Program for the District and the establishment of TIF District No. 1-12 is found to be consistent with the plans for development of the City of Lino Lakes as a whole. 2. It is recommended that the City Council and the EDA take the action necessary to adopt the Program and the Plan. Adopted by the Lino Lakes Planning and Zoning Board this 13t" day of July, 2016. The motion for the adoption of the foregoing resolution was introduced by Board Member and was duly seconded by Board Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Chairperson ATTEST: Secretary City of Lino Lakes, Minnesota Lino Lakes Economic Development Authority Tax Increment Financing Plan for Tax Increment Financing (Economic Development) District No. 1-12 Within Development District No. 1 (Clearwater Creek Business Park Project) Draft Dated: July 1, 2016 Public Hearing: Monday, July 25, 2016 Anticipated Approval Date: Monday, July 25, 2016 Prepared by: SPRINGSTED INCORPORATED 380 Jackson Street, Suite 300 St. Paul, MN 55101-2887 (651) 223-3000 WWW.SPRINGSTED.COM TABLE OF CONTENTS Section A. Definitions..................................................................................................................... 1 B. Statutory Authorization..................................................................................................... 1 C. Statement of Need and Public Purpose................................................................................ 1 D. Statement of Objectives.................................................................................................... 1 E. Designation of Tax Increment Financing District as an Economic Development District .................... 2 F. Duration of the TIF District................................................................................................. 3 G. Property to be Included in the TIF District.............................................................................. 3 H. Property to be Acquired in the TIF District............................................................................. 4 I. Specific Development Expected to Occur Within the TIF District ................................................. 4 J. Findings and Need for Tax Increment Financing..................................................................... 4 K. Estimated Public Costs..................................................................................................... 6 L. Estimated Sources of Revenue.......................................................................................... 6 M. Estimated Amount of Bonded Indebtedness.......................................................................... 7 N. Original Net Tax Capacity................................................................................................. 7 0. Original Tax Capacity Rate................................................................................................ 7 P. Projected Retained Captured Net Tax Capacity and Projected Tax Increment ............................... 8 Q. Use of Tax Increment....................................................................................................... 8 R. Excess Tax Increment...................................................................................................... 9 S. Tax Increment Pooling and the Five Year Rule....................................................................... 9 T. Limitation on Administrative Expenses............................................................................... 10 U. Limitation on Property Not Subject to Improvements - Four Year Rule ....................................... 10 V. Estimated Impact on Other Taxing Jurisdictions................................................................... 11 W. Prior Planned Improvements............................................................................................ 11 X. Development Agreements............................................................................................... 11 Y. Assessment Agreements................................................................................................ 12 Z. Modifications of the Tax Increment Financing Plan................................................................ 12 AA. Administration of the Tax Increment Financing Plan.............................................................. 12 AB. Financial Reporting and Disclosure Requirements................................................................ 13 Map of the Tax Increment Financing District ................. Assumptions Report ..................................................... Projected Tax Increment Report ................................... Estimated Impact on Other Taxing Jurisdictions Report Market Value Analysis Report ....................................... Page(s) EXHIBIT I ..................................................................... EXHIBIT II ..................................................................... EXHIBIT III ..................................................................... EXHIBIT IV ..................................................................... EXHIBIT V Lino Lakes Economic Development Authority, Minnesota Section A Definitions The terms defined in this section have the meanings given herein, unless the context in which they are used indicates a different meaning: "Authority" means the Lino Lakes Economic Development Authority. "City" means the City of Lino Lakes, Minnesota; also referred to as a "Municipality". "City Council" means the City Council of the City; also referred to as the "Governing Body". "County„ means Anoka County, Minnesota "Development District" means Development District No. 1 in the City, which is described in the corresponding Development Program. "Development Program" means the Development Program for the Development District. "Project Area" means the geographic area of the Development District. "School District" means Independent School District No. 12, Minnesota. "State" means the State of Minnesota. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, both inclusive. "TIF District" means Tax Increment Financing (Economic Development) District No. 1-12. "TIF Plan" means the tax increment financing plan for the TIF District (this document). Section B Statutory Authorization The Development District Act authorizes the City and Authority, upon certain public purpose findings by the City Council, to establish and designate development districts within the City and to develop and administer development programs therefore to meet the needs and accomplish the public purposes specified in Section C. In accordance with the purposes set forth in Section 469.124 of the Development District Act, the City Council and Authority have established the Development District comprising the area described in Section E and have adopted this Development Program. Section C Statement of Need and Public Purpose The City Council and Authority have determined that there is a need for the City to take certain actions they deem necessary in order to encourage, ensure and facilitate development and redevelopment by the private sector of underutilized, inappropriately used and unused land located within the corporate limits of the City. Such actions are necessary in order to provide additional employment opportunities for residents of the City and the surrounding area; to improve the tax base of the City, the County and the School District, thereby enabling them to better provide needed public services; and to improve the general economy of the City, the County and the State. Section D Statement of Objectives The Authority seeks to achieve the following objectives through the establishment of TIF District No. 1-12; SPRINGSTED Pagel Lino Lakes Economic Development Authority, Minnesota 1. redevelop blighted areas as identified 2. provide employment opportunities within the community. 3. improve the tax base of Lino Lakes and the general economy of the City and State; 4. implement relevant portions of the Comprehensive Plan. The Authority's specific purpose in establishing TIF District No. 1-12 is to aid in the construction of a large warehousing/distribution facility that will comprise of 402,000 square feet. The Authority intends to use increment generated by the new development to assist with financing a portion of the extraordinary site improvements and soil correction costs and significant offsite improvements that include streets, public utilities, and public improvements to gain access to the site. Section E Designation of Tax Increment Financing District as an Economic Development District Economic development districts are a type of tax increment financing district which consist of any project, or portions of a project, which the Authority finds to be in the public interest because: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; (2) it will result in increased employment in the state; or (3) it will result in preservation and enhancement of the tax base of the state. The TIF District qualifies as an economic development district in that the proposed development described in this TIF Plan (see Section 1) meets the criteria listed above in (1), (2) and (3). Without establishment of the TIF District, the proposed development would not occur within the City. The proposed development will also result in increased employment and enhancement of the tax base in both the City and the State. Tax increments from an economic development district must be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or other assistance in which at least 85% of the square footage of the facilities to be constructed are used for any of the following purposes: (1) manufacturing or production of tangible personal property, including processing, resulting in the change of the condition of the property; (2) warehousing, storage and distribution of tangible personal property, excluding retail sales; (3) research and development related to the activities listed in (1) or (2) above; (4) telemarketing if that activity is the exclusive use of the property; (5) tourism facilities (see M.S. Section 469.174, Subd. 22); (6) qualified border retail facilities (see M.S. Section 469.176, Subd. 4c); or (7) space necessary for and related to the activities listed in (1) through (6) above. Tax increments from the TIF District will be used to provide financial assistance to the proposed development (see Section 1), in which over 85% of the square footage of the facilities to be constructed will be used for warehousing, storage and distribution of tangible personal property, excluding retail sales as listed in (2) above. In addition, the parcels to be included within the district have qualified for inclusion under the provisions of chapter 473H in the SPRINGSTED Page 2 Lino Lakes Economic Development Authority, Minnesota previous five calendar years before the filing of the request for certification only and therefore the project must meet the following qualifications: (1) a district in which 85 percent or more of the planned buildings and facilities (determined on the basis of square footage) are a qualified manufacturing facility or a qualified distribution facility or a combination of both; or (2) a housing district. A distribution facility means buildings and other improvements to real property that are used to conduct activities in at least each of the following categories: (i) to store or warehouse tangible personal property; (ii) to take orders for shipment, mailing, or delivery; (iii) to prepare personal property for shipment, mailing, or delivery; and (iv) to ship, mail, or deliver property. A manufacturing facility includes space used for manufacturing or producing tangible personal property, including processing resulting in the change in condition of the property, and space necessary for and related to the manufacturing activities. To be a qualified facility, the owner or operator of a manufacturing or distribution facility must agree to pay and pay 90 percent or more of the employees of the facility at a rate equal to or greater than 160 percent of the federal minimum wage for individuals over the age of 20. The proposed project will be a qualified distribution facility. Section F Duration of the TIF District Economic development districts may remain in existence 8 years from the date of receipt by the Authority of the first tax increment. The Authority anticipates that the TIF District may remain in existence the maximum duration allowed by law (projected to be through the year 2026). However the Authority will decertify the TIF District earlier upon fulfillment of all District obligations. Section G Property to be Included in the TIF District The TIF District is an approximate 42 acre area of land located within the Project Area. A map showing the location of the TIF District is shown in Exhibit I. The boundaries and area encompassed by the TIF District are described below: Parcel ID Number Legal Description 24-31-22-34-0001 THE SE1/4 OF SW1/4 OF SEC 24 TWP 31 RGE 22, EX THAT PRT OF FOL DESC TRACT LYG WITHIN SD 1/4 1/4: A STRIP OF LAND 25 FT IN WIDTH ON EACH SIDE OF FOL DESC C/L: BEG AT A STAKE ON E LINE OF SD SEC 2421.5 FT S OF E1/4 COR THEREOF, TH S 52 DEG 27 MIN W 4599.2 FT TO A STAKE ON S LINE OF SD SEC 1592.7 FT E OF SW COR THEREOF & THERE TERM, EX RDS, SUBJ TO EASE OF REC SPRINGSTED Page 3 Lino Lakes Economic Development Authority, Minnesota 24-31-22-34-0002 TTH PRT OF SE1/4 OF SW1/4 OF SEC 24-31-22 LYG WITHIN A 50 FT WIDE STRIP WITH A C/L DESC AS FOL: BEG AT A PT ON E LINE OF SD SEC 21.5 FT S OF E1/4 COR THEREOF, TH S 52 DEG 27 MIN W 4599.2 FT TO A PT ONS LINE OF SD SEC 1592.7 FT E OF SW COR THEREOF & THERE TERM; EX RDS; SUBJ TO EASE OF RECHE SE1/4 OF SW1/4 OF SEC 34 TWP 31 RGE 22, EX THAT PRT OF SD 1/4 1/4 LYG SELY OF CSAH NO 32, ALSO EX E 594 FT OF N 885.5 FT THEREOF, EX RD, SUBJ TO EASE OF REC 24-31-22-31-0001 * THE NE1/4 OF SW1/4 OF SEC 24 TWP 31 RGE 22, EX THAT PRT THEREOF LYG WLY OF FOL DESC LINE: BEG AT A PT ON N LINE OF SD 1/4 1/4 16.5 FT ELY OF NW COR THEREOF, TH SLY TO SW COR OF SD 1/4 1/4 & SD LINETHERE TERM, EX RD, SUBJ TO EASE OF REC 24-31-22-31-0002 THAT PRT OF NE1/4 OF SW1/4 OF SEC 24 TWP 31 RGE 22 LYG S OF ELY EXTN OF N LINE OF S 662.45 FT OF NW1/4 OF SD 1/4 & LYG WLY OF FOL DESC LINE: BEG AT A PT ON N LINE OF SD NE1/4 16.5 FT ELY OF NW COR THEREOF, TH SLY TO SW COR OF SD 1/4 1/4 & THERE TERM, SUBJ TO EASE OF REC 24-31-22-31-0003 THAT PRT OF NE1/4 OF SW1/4 OF SEC 24 TWP 31 RGE 22 LYG NLY OF ELY EXTN OF N LINE OF S 662.45 FT OF NW1/4 OF SD 1/4 & LYG WLY OF FOL DESC LINE: BEG AT A PT ON N LINE OF SD NE1/4 16.5 FT ELY OF NW COR THEREOF, TH SLY TO SW COR OF SD 1/4 1/4 & THERE TERM, SUBJ TO EASE OF REC `* parcel will be split and only a portion will be included within the TIF District. The area encompassed by the TIF District shall also include all street or utility right-of-ways located upon or adjacent to the property described above. Section H Property to be Acquired in the TIF District The Authority may acquire and sell any or all of the property located within the TIF District; however, the Authority does not anticipate acquiring any such property at this time. Section I Specific Development Expected to Occur Within the TIF District The proposed development is expected to consist of the construction of a new 402,000 square foot warehousing and distribution facility for Distribution Alternatives within the City of Lino Lakes. The development will result in increased tax base and employment within the City, in compliance with statutory requirements. It is anticipated tax increment will be used to finance a portion of the extraordinary site development, public improvement, and infrastructure costs related to the project. In addition, the Authority anticipates using available tax increment for related administrative expenses and any other eligible expenditures associated with the development of the site. Construction of the facility is projected to start in summer/fall of 2016 and is expected to be fully constructed by December 31, 2017, and be 100% assessed and on the tax rolls as of January 2, 2018 for taxes payable in 2019. At the time this document was prepared there were no signed construction contracts with regards to the above described development. Section J Findings and Need for Tax Increment Financing In establishing the TIF District, the City makes the following findings: SPRINGSTED Page 4 Lino Lakes Economic Development Authority, Minnesota (1) The TIF District qualifies as an economic development district; See Section E of this document for the reasons and facts supporting this finding. (2) The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future, and the increased market value of the site that could reasonably be expected to occur without the use of tax increment would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. Factual basis: Proposed development not expected to occur: The project includes the development of a new large 402,000 warehouse and distribution facility in an undeveloped area of the City. The proposed developer of the site has submitted information to the city demonstrating that the development of this site is not financially feasible without the assistance provided in this TIF Plan. The City has determined that the proposed development would not occur but for the financial assistance provided in this TIF Plan because of the high cost of construction at the site due to the need for significant site development and public improvement infrastructure costs necessary for development to occur. Due to the high costs of investment for the proposed project, including site improvements, public improvements, soil correction, and infrastructure costs that would be incurred by the developer in conjunction with development of the project, the developer has stated that the project as proposed would not occur without the financial provided by the City, as it would not be economically feasible without financial assistance. The City finds the use of tax increment necessary to finance a portion of the site improvement, public infrastructure, soil correction and infrastructure costs to facilitate development of the project and developer investment. The City anticipates providing financial assistance on a pay-as-you-go basis. No higher market value expected: The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. Without the improvements the City has no reason to expect that significant development would occur without assistance similar to that provided in this plan. For the same reasons that the desired development described above is not feasible without tax increment assistance, the City believes that no alternative development is likely to occur without similar assistance. To summarize the basis for the City's findings regarding alternative market value, in accordance with Minnesota Statutes, Section 469.175, Subd. 3(d), the City makes the following determinations: a. The City's estimate of the amount by which the market value of the site will increase without the use of tax increment financing is $0 (for the reasons described above), except some unknown amount of appreciation. b. If the proposed development to be assisted with tax increment occurs in the District, the total increase in market value would be approximately $20,782,140 including the value of the building (See Exhibit V). C. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $2,025,557 (See Exhibit V). SPRINGSTED Page 5 Lino Lakes Economic Development Authority, Minnesota d. Even if some development other than the proposed development were to occur, the City finds that no alternative would occur that would produce a market value increase greater than $18,756,583 (the amount in clause b less the amount in clause c) without tax increment assistance. (3) The TIF Plan would afford maximum opportunity, consistent with the sound needs of the City as a whole, for development of the Project Area by private enterprise. Factual basis: The proposed development is the construction of a new large warehousing and distribution facility in the Project Area that is expected to retain existing jobs as well as create new jobs in the City, plus create new tax base for the City and the State. The development meets the City's economic development goals in terms of tax base expansion, job retention, and wage levels. (4) The TIF Plan conforms to general plans for development of the City as a whole. Factual basis: The City has determined that the development proposed in the TIF Plan conforms to the City comprehensive plan. Section K Estimated Public Costs The estimated public costs of the TIF District are listed below. Such costs are eligible for reimbursement from tax increments of the TIF District. Land/Building Acquisition Site Improvements/Preparation Costs Installation of Public Infrastructure Improvements Other Qualifying Improvements Administrative Costs Loan Interest Costs Total $0 $1,105,529 $977,373 $390,544 $130,181 $0 $2,603,627 The City anticipates using tax increment to the extent available to assist with financing a portion of the site improvements and infrastructure costs, related administrative expenses, and other TIF-eligible expenditures as necessary and related to development of the project. The City reserves the right to administratively adjust the amount of any of the items listed above or to incorporate additional eligible items, so long as the total estimated public cost is not increased. Section L Estimated Sources of Revenue Tax increment revenue $2,603,627 Interest on invested funds 0 Loan proceeds 0 Special assessments 0 Rent/lease revenue 0 Grants 0 Total $2,603,627 SPRINGSTED Page 6 Lino Lakes Economic Development Authority, Minnesota The Authority anticipates providing financial assistance on a pay-as-you-go basis for site improvement and infrastructure costs, as well as other TIF-eligible expenses related to the proposed development. As tax increments are collected from the TIF District in future years, a portion of these taxes will be used by the Authority to reimburse the developer/owner for public costs incurred (see Section K). The Authority reserves the right to finance any or all public costs of the TIF District using pay-as-you-go assistance, internal funding, general obligation or revenue debt (referred to together as "TIF Bonds"), or any other financing mechanism authorized by law. The Authority also reserves the right to use other sources of revenue legally applicable to the Project Area to pay for such costs including, but not limited to, special assessments, utility revenues, federal or state funds, and investment income. Section M Estimated Amount of Bonded Indebtedness The maximum principal amount of bonds (as defined in the TIF Act) secured in whole or part with tax increment from the TIF District is 2 603 627. The Authority currently plans to finance the improvement costs in the form of a pay -as - you go revenue note, but reserves the right to issue bonds in any form, including without limitation any interfund loan with interest not to exceed the maximum permitted under Section 469.178, subd. 7 of the TIF Act. Section N Original Net Tax Capacity The County Auditor shall certify the original net tax capacity of the TIF District. This value will be equal to the total net tax capacity of all property in the TIF District as certified by the State Commissioner of Revenue. For districts certified between January 1 and June 30, inclusive, this value is based on the previous assessment year. For districts certified between July 1 and December 31, inclusive, this value is based on the current assessment year. The Estimated Market Value of all property within the TIF District as of January 2, 2016, for taxes payable in 2017, is $333,000 and the estimated tax capacity is $5,910, which is estimated to be the original net tax capacity of the TIF District upon establishment and subsequent certification. This also includes an anticipated lot split with partial value included within the district and reclassification of the property to commercial -industrial. Each year the County Auditor shall certify the amount that the original net tax capacity has increased or decreased as a result of: (1) changes in the tax-exempt status of property; (2) reductions or enlargements of the geographic area of the TIF District; (3) changes due to stipulation agreements or abatements; or (4) changes in property classification rates. Section 0 Original Tax Capacity Rate The County Auditor shall also certify the original tax capacity rate of the TIF District. This rate shall be the sum of all local tax rates that apply to property in the TIF District. This rate shall be for the same taxes payable year as the original net tax capacity. In future years, the amount of tax increment generated by the TIF District will be calculated using the lesser of (a) the sum of the current local tax rates at that time or (b) the original tax capacity rate of the TIF District. SPRINGSTED Page 7 Lino Lakes Economic Development Authority, Minnesota The request for certification of the District is expected to occur after June 30, 2016 and prior to July 1, 2017. As a result, the local tax rates for taxes payable 2017 will be applicable. Since the rates are not available, for purposes of estimating the tax increment generated by the TIF District, the sum of all local tax rates that apply to property within the District, for taxes levied in 2015 and payable in 2016 is 127.744%. The County Auditor shall certify the applicable year's amount as the original tax capacity rate of the TIF District. 2015/2016 Taxing Jurisdiction Local Tax Rate City of Lino Lakes 46.019% Anoka County 38.894% ISD #12 36.426% Other 6.405% Total 127.744% Section P Projected Retained Captured Net Tax Capacity and Projected Tax Increment The Authority anticipates that the project will begin construction in summer/fall 2016 and be 100% completed by December 31, 2017, creating a total tax capacity for TIF District No. 1-12 of $366,890 as of January 2, 2018. The captured tax capacity as of that date is estimated to be $225,291 and the first year of tax increment is estimated to be $287,796 payable in 2019. A complete schedule of estimated tax increment from the TIF District is shown in Exhibit IV. The estimates shown in this TIF plan assume that commercial class rates remain at 1.5% of the estimated market value up to $150,000 and 2.0% of the estimated market value over $150,000, and assume 2% annual increases in market values. Each year the County Auditor shall determine the current net tax capacity of all property in the TIF District. To the extent that this total exceeds the original net tax capacity, the difference shall be known as the captured net tax capacity of the TIF District. The County Auditor shall certify to the Authority the amount of captured net tax capacity each year. The City may choose to retain any or all of this amount. It is the Authority's intention to retain 100% of the captured net tax capacity of the TIF District. Such amount shall be known as the retained captured net tax capacity of the TIF District. Exhibit II gives a listing of the various information and assumptions used in preparing a number of the exhibits contained in this TIF Plan, including Exhibit III which shows the projected tax increment generated over the anticipated life of the TIF District. Section Q Use of Tax Increment Each year the County Treasurer shall deduct 0.36% of the annual tax increment generated by the TIF District and pay such amount to the State's General Fund. Such amounts will be appropriated to the State Auditor for the cost of financial reporting and auditing of tax increment financing information throughout the state. Exhibit III shows the projected deduction for this purpose over the anticipated life of the TIF District. The Authority has determined that it will use 100% of the remaining tax increment generated by the TIF District for any of the following purposes: (1) pay for the estimated public costs of the TIF District (see Section K) and County administrative costs associated with the TIF District (see Section T); SPRINGSTED Page 8 Lino Lakes Economic Development Authority, Minnesota (2) pay principal and interest on tax increment bonds or other bonds issued to finance the estimated public costs of the TIF District; (3) accumulate a reserve securing the payment of tax increment bonds or other bonds issued to finance the estimated public costs of the TIF District; (4) pay all or a portion of the county road costs as may be required by the County Board under M.S. Section 469.175, Subdivision 1 a; or (5) return excess tax increments to the County Auditor for redistribution to the City, County and School District. Tax increments from property located in one county must be expended for the direct and primary benefit of a project located within that county, unless both county boards involved waive this requirement. Tax increments shall not be used to circumvent levy limitations applicable to the Authority. Tax increment shall not be used to finance the acquisition, construction, renovation, operation, or maintenance of a building to be used primarily and regularly for conducting the business of a municipality, county, school district, or any other local unit of government or the State or federal government, or for a commons area used as a public park, or a facility used for social, recreational, or conference purposes. This prohibition does not apply to the construction or renovation of a parking structure or of a privately owned facility for conference purposes. If there exists any type of agreement or arrangement providing for the developer, or other beneficiary of assistance, to repay all or a portion of the assistance that was paid or financed with tax increments, such payments shall be subject to all of the restrictions imposed on the use of tax increments. Assistance includes sale of property at less than the cost of acquisition or fair market value, grants, ground or other leases at less then fair market rent, interest rate subsidies, utility service connections, roads, or other similar assistance that would otherwise be paid for by the developer or beneficiary. Section R Excess Tax Increment In any year in which the tax increments from the TIF District exceed the amount necessary to pay the estimated public costs authorized by the TIF Plan, the Authority shall use the excess tax increments to: (1) prepay any outstanding tax increment bonds; (2) discharge the pledge of tax increments thereof; (3) pay amounts into an escrow account dedicated to the payment of the tax increment bonds; or (4) return excess tax increments to the County Auditor for redistribution to the City, County and School District. The County Auditor must report to the Commissioner of Education the amount of any excess tax increment redistributed to the School District within 30 days of such redistribution. Section S Tax Increment Pooling and the Five Year Rule At least 80% of the tax increments from the TIF District must be expended on activities within the district or to pay for bonds used to finance the estimated public costs of the TIF District (see Section E for additional restrictions). No more than 20% of the tax increments may be spent on costs outside of the TIF District but within the boundaries of the Project Area, except to pay debt service on credit enhanced bonds. All administrative expenses are considered to have been spent outside of the TIF District. Tax increments are considered to have been spent within the TIF District if such amounts are: SPRINGSTED Page 9 Lino Lakes Economic Development Authority, Minnesota (1) actually paid to a third party for activities performed within the TIF District within five years after certification of the district; (2) used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund. (3) used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or (4) used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district. Beginning with the sixth year following certification of the TIF District, at least 80% of the tax increments must be used to pay outstanding bonds or make contractual payments obligated within the first five years. When outstanding bonds have been defeased and sufficient money has been set aside to pay for such contractual obligations, the TIF District must be decertified. The Authority expects that allowable pooling expenditures will be made outside of the TIF District and within the Project Area (along with allowable administrative expenses), and such expenditures are expressly authorized in this TIF Plan. Section T Limitation on Administrative Expenses Administrative expenses are defined as all costs of the Authority other than: (1) amounts paid for the purchase of land; (2) amounts paid for materials and services, including architectural and engineering services directly connected with the physical development of the real property in the project; (3) relocation benefits paid to, or services provided for, persons residing or businesses located in the project; (4) amounts used to pay principal or interest on, fund a reserve for, or sell at a discount bonds issued pursuant to section 469.178; or (5) amounts used to pay other financial obligations to the extent those obligations were used to finance costs described in clause (1) to (3). Administrative expenses include amounts paid for services provided by bond counsel, fiscal consultants, planning or economic development consultants, and actual costs incurred by the County in administering the TIF District. Tax increments may be used to pay administrative expenses of the TIF District up to the lesser of (a) 10% of the total tax increment expenditures authorized by the TIF Plan or (b) 10% of the total tax increments received by the TIF District. Section U Limitation on Property Not Subject to Improvements - Four Year Rule If after four years from certification of the TIF District no demolition, rehabilitation, renovation, or qualified improvement of an adjacent street has commenced on a parcel located within the TIF District, then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. Qualified improvements of a street are limited to construction or opening of a new street, relocation of a street, or substantial reconstruction or rebuilding of an existing street. The Authority must submit to the County Auditor, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. SPRINGSTED Page 10 Lino Lakes Economic Development Authority, Minnesota If a parcel is excluded from the TIF District and the Authority or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. Section V Estimated Impact on Other Taxing Jurisdictions Exhibit IV shows the estimated impact on other taxing jurisdictions if the maximum projected retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The Authority believes that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the proposed development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The fiscal and economic implications of the proposed tax increment financing district, as pursuant to Minnesota Statutes, Section 469.175, Subdivision 2, are listed below. 1. The total amount of tax increment that will be generated over the life of the district is estimated to be $2,613,034. 2. To the extent the facility in the proposed TIF District generates any public cost impacts on city -provided services such as police and fire protection, public infrastructure, and borrowing costs attributable to the district, such costs will be levied upon the taxable net tax capacity of the City, excluding that portion captured by the District. The City does not anticipate issuing bonds in conjunction with this project. 3. The amount of tax increments over the life of the district that would be attributable to school district levies, assuming the school district's share of the total local tax rate for all taxing jurisdictions remained the same, is estimated to be $745,102. The amount of tax increments over the life of the district that would be attributable to county levies, assuming the county's share of the total local tax rate for all taxing jurisdictions remained the same is estimated to be $795,585. 5. No additional information has been requested by the county or school district that would enable it to determine additional costs that will accrue to it due to the development proposed for the district. Section W Prior Planned Improvements The Authority shall accompany its request for certification to the County Auditor (or notice of district enlargement), with a listing of all properties within the TIF District for which building permits have been issued during the 18 months immediately preceding approval of the TIF Plan. The County Auditor shall increase the original net tax capacity of the TIF District by the net tax capacity of each improvement for which a building permit was issued. There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. Section X Development Agreements If within a project containing an economic development district, more than 10% of the acreage of the property to be acquired by the Authority is purchased with tax increment bonds proceeds (to which tax increment from the property SPRINGSTED Page 11 Lino Lakes Economic Development Authority, Minnesota is pledged), then prior to such acquisition, the Authority must enter into an agreement for the development of the property. Such agreement must provide recourse for the Authority should the development not be completed. The Authority anticipates entering into an agreement for development, but does not anticipate acquiring any property located within the TIF District. Section Y Assessment Agreements The Authority may, upon entering into a development agreement, also enter into an assessment agreement with the developer, which establishes a minimum market value of the land and improvements for each year during the life of the TIF District. The assessment agreement shall be presented to the County or City Assessor who shall review the plans and specifications for the improvements to be constructed, review the market value previously assigned to the land, and so long as the minimum market value contained in the assessment agreement appears to be an accurate estimate, shall certify the assessment agreement as reasonable. The assessment agreement shall be filed for record in the office of the County Recorder of each county where the property is located. Any modification or premature termination of this agreement must first be approved by the City, County and School District. The Authority does not anticipate entering into an assessment agreement. Section Z Modifications of the Tax Increment Financing Plan Any reduction or enlargement in the geographic area of the Project Area or the TIF District; increase in the amount of bonded indebtedness to be incurred; increase in the amount of capitalized interest; increase in that portion of the captured net tax capacity to be retained by the Authority; increase in the total estimated public costs; or designation of additional property to be acquired by the Authority shall be approved only after satisfying all the necessary requirements for approval of the original TIF Plan. This paragraph does not apply if: (1) the only modification is elimination of parcels from the TIF District; and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the Authority agrees that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. The Authority must notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. Section AA Administration of the Tax Increment Financing Plan Upon adoption of the TIF Plan, the Authority shall submit a copy of such plan to the Minnesota Department of Revenue. The Authority shall also request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the Authority shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. The Authority shall also send the County Assessor any assessment agreement establishing the minimum market value of land and improvements in the TIF District, and shall request that the County Assessor review and certify this assessment agreement as reasonable. The County shall distribute to the Authority the amount of tax increment as it becomes available. The amount of tax increment in any year represents the applicable property taxes generated by the retained captured net tax capacity of the TIF District. The amount of tax increment may change due to development anticipated by the TIF Plan, other SPRINGSTED Page 12 Lino Lakes Economic Development Authority, Minnesota development, inflation of property values, or changes in property classification rates or formulas. In administering and implementing the TIF Plan, the following actions should occur on an annual basis: prior to July 1, the Authority shall notify the County Assessor of any new development that has occurred in the TIF District during the past year to insure that the new value will be recorded in a timely manner. (2) if the County Auditor receives the request for certification of a new TIF District, or for modification of an existing TIF District, before July 1, the request shall be recognized in determining local tax rates for the current and subsequent levy years. Requests received on or after July 1 shall be used to determine local tax rates in subsequent years. (3) each year the County Auditor shall certify the amount of the original net tax capacity of the TIF District. The amount certified shall reflect any changes that occur as a result of the following: (a) the value of property that changes from tax-exempt to taxable shall be added to the original net tax capacity of the TIF District. The reverse shall also apply; (b) the original net tax capacity may be modified by any approved enlargement or reduction of the TIF District; (c) if laws governing the classification of real property cause changes to the percentage of estimated market value to be applied for property tax purposes, then the resulting increase or decrease in net tax capacity shall be applied proportionately to the original net tax capacity and the retained captured net tax capacity of the TIF District. The County Auditor shall notify the Authority of all changes made to the original net tax capacity of the TIF District. Section AB Filing TIF Plan, Financial Reporting and Disclosure Requirements The Authority will file the TIF Plan, and any subsequent amendments thereto, with the Commissioner of Revenue and the Office of the State Auditor pursuant to Minnesota Statutes, Section 469.175, subdivision 4A. The Authority will comply with all reporting requirements for the TIF District under Minnesota Statutes, Section 469.175, subdivisions 5 and 6. SPRINGSTED Page 13 Exhibit / Map of Tax Increment Financing (Economic Development) District No. 1-12 Proposed TIF District ` Proposed Tax Increment District I .r, c� I learwafer Creek Business Park Feet L6 L E S C 3DO CDO 1,200 SPRINGSTED Page 14 ESN'M Jill :-kind m I L.'.-'AmmW=V ' O� ' 1.1111MMME 04 Exhibit 11 Assumptions Report City of Lino Lakes, Minnesota Tax Increment Financing (Economic Development) District No. 1-12 Clearwater Creek Business Park Project Draft TIF Plan Exhibits: Based on EMV of $18.2M - Construct 2016-2017 Type of Tax Increment Financing District Economic Development Maximum Duration of TIF District 8 years from 1st increment Projected Certification Request Date Decertification Date Base Estimated Market Value PID:24-31-22-34-0001 PID:24-31-22-34-0002 PID:24-31-22-31-0001 Original Net Tax Capacity 06/30/16 12/31/26 (9 Years of Increment) 2015/2016 $333,000 $5,910 Assessment/Collection Year 2016/2017 2017/2018 2018/2019 2019/2020 Base Estimated Market Value $333,000 $333,000 $333,000 $333,000 Increase in Estimated Market Value 0 8,767,000 18,049,000 18,416,640 Total Estimated Market Value 333,000 9,100,000 18,382,000 18,749,640 Total Net Tax Capacity $5,910 $181,250 $366,890 $374,243 City of Lino Lakes 46.019% Anoka County 38.894% ISD # 12 36.426% Other 6.405% Local Tax Capacity Rate 127.744% Payable 2016 Frozen Tax Capacity Rate Fiscal Disparities Contribution From TIF District 37.5890% Administrative Retainage Percent (maximum = 10%) 5.00% Pooling Percent 15.00% Bonds Bonds Dated NA Bond Issue @ 0.00% (NIC) NA Eligible Project Costs NA Present Value Date & Rate 02/01/17 Loan/Note Note Dated 02/01 /17 Note Rate 4.00% Note Amount $1,695,909 4.00% Net PV Amour 1,695,909 Notes * Base EMV 2017 market values for 3 parcels. Tax capacity calculated at straight 2% class rate. Assume property will be classified as commercial/industrial upon project completion. Projections assume no future changes to class rates or tax rates, and include 2% annual market value inflator. Development includes construction of in 2016/17. Valuation estimates provided by County and include improved land value of $1.2M. Fiscal disparities contribution from properties within the proposed TIF District. SPRINGSTED Page 16 Projected Tax Increment Report City of Lino Lakes, Minnesota Tax Increment Financing (Economic Development) District No. 1-12 Clearwater Creek Business Park Project Draft TIF Plan Exhibits: Based on EMV of $18.2M - Construct 2016-2017 Less: Less: Retained Times: Annual Total Total Original Fiscal Captured Tax Period Market Net Tax Net Tax Disp. @ Net Tax Capacity Ending Value * Capacity Capacity ** 37.5890% Capacity Rate *** 1 2 3 4 5 6 7 12/31/16 333,000 5,910 5,910 0 0 127.744% 12/31/17 333,000 5,910 5,910 0 0 127.744% 12/31/18 9,100,000 181,250 5,910 65,909 109,431 127.744% 12/31/19 18,382,000 366,890 5,910 135,689 225,291 127.744% 12/31/20 18,749,640 374,243 5,910 138,453 229,880 127.744% 12/31/21 19,124,633 381,743 5,910 141,272 234,561 127.744% 12/31/22 19,507,125 389,393 5,910 144,147 239,336 127.744% 12/31/23 19,897,268 397,195 5,910 147,080 244,205 127.744% 12/31/24 20,295,213 405,154 5,910 150,072 249,172 127.744% 12/31/25 20,701,118 413,272 5,910 153,123 254,239 127.744% 12/31/26 21,115,140 421,553 5,910 56,236 259,407 127.744% Exhibit /// Annual Gross Tax Increment 8 Less: State Aud. Deduction 0.360% 9 Annual Revenue Net of OSA Deductior 10 Less: Less: Admin. Pooling Retainage Retainage 5.00% 15.00% 11 12 Annual Net Revenue 13 0 0 0 0 0 0 0 0 0 0 0 0 139,792 503 139,289 6,964 20,893 111,432 287,796 1,036 286,760 14,338 43,014 229,408 293,658 1,057 292,601 14,630 43,890 234,081 299,637 1,079 298,558 14,928 44,784 238,846 305,737 1,101 304,636 15,232 45,695 243,709 311,958 1,123 310,835 15,542 46,625 248,668 318,303 1,146 317,157 15,858 47,574 253,725 324,776 1,169 323,607 16,180 48,541 258,886 331,3771 1,193 330,1841 16,509 49,528 264,147 $2,613,034 $9,407 $2,603,627 $130,181 $390,544 $2,082,902 * Total Market Value based on newestimated land and building value of $18,200,000 (preliminary and subject to change) ** Original net tax capacity based on existing taxable land value of five properties and calculated based on reclassification to commercial -industrial class rates *** Total Combined Local Tax Capacity Rate of City, County, School District and other taxing jurisdictions for payable 2016 him SPRINGSTED Page 17 Exhibit IV Estimated Impact on Other Taxing Jurisdictions Report City of Lino Lakes, Minnesota Tax Increment Financing (Economic Development) District No. 1-12 Clearwater Creek Business Park Project Draft TIF Plan Exhibits: Based on EMV of $18.2M - Construct 2016-2017 Without Project or TIF District With Project and TIF District Projected Hypothetical 2015/2016 2015/2016 Retained New Hypothetical Hypothetical Tax Generated Taxable 2015/2016 Taxable Captured Taxable Adjusted Decrease In by Retained Taxing Net Tax Local Net Tax Net Tax Net Tax Local Local Captured Jurisdiction Capacity (1) Tax Rate Capacity (1) + Capacity = Capacity Tax Rate (*) Tax Rate (*) N.T.C. (*) City of Lino Lakes 17,063,470 46.019% 17,063,470 $259,407 17,322,877 45.330% 0.689% 117,589 Anoka County 265,016,460 38.894% 265,016,460 259,407 265,275,867 38.856% 0.038% 100,795 ISD # 12 25,985,579 36.426% 25,985,579 259,407 26,244,986 36.066% 0.360% 93,558 Other (2) --- 6.405% --- 259,407 --- 6.405% --- --- Totals 127.744% 126.657% 1.087% * Statement 1: If the projected Retained Captured Net Tax Capacity of the TIF District was hypothetically available to each of the taxing jurisdictions above, the result would be a lower local tax rate (see Hypothetical Adjusted Tax Rate above) which would produce the same amount of taxes for each taxing jurisdiction. In such a case, the total local tax rate would decrease by 1.087% (see Hypothetical Decrease in Local Tax Rate above). The hypothetical tax that the Retained Captured Net Tax Capacity of the TIF District would generate is also shown above. Statement 2: Since the projected Retained Captured Net Tax Capacity of the TIF District is not available to the taxing jurisdictions, then there is no impact on taxes levied or local tax rates. (1) Taxable net tax capacity = total net tax capacity - captured TIF - fiscal disparity contribution, if applicable. (2) The impact on these taxing jurisdictions is negligible since they represent only 5.01 % of the total tax rate. SPRINGSTED Page 18 Exhibit V Market Value Analysis Report City of Lino Lakes, Minnesota Tax Increment Financing (Economic Development) District No. 1-12 Clearwater Creek Business Park Project Draft TIF Plan Exhibits: Based on EMV of $18.2M - Construct 2016-201 i Assumptions Present Value Date P.V. Rate - Gross T.I. 06/30/16 4.00% Increase in EMV With TIF District $20,782,140 Less: P.V of Gross Tax Increment 2,025,557 Subtotal $18,756,583 Less: Increase in EMV Without TIF 0 Difference $18,756,583 Annual Present Gross Tax Value @ Year Increment 4.00% 1 2018 139,792 127,971 2 2019 287,797 253,327 3 2020 293,659 248,545 4 2021 299,638 243,851 5 2022 305,738 239,246 6 2023 311,959 234,725 7 2024 318,304 230,287 8 2025 324,777 225,933 9 2026 331,378 221,659 $2,613,066 $2,025,557 SPRINGSTED Page 19