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HomeMy WebLinkAbout2015-01-14 CPC Packeti11wati THE BIRTHPLACE OF MINNESOTA PLANNING COMMISSION MEETING AGENDA Wednesday, January 14, 2015 - 7:00 P.M. Council Chambers at Stillwater City Hall, 216 North Fourth Street I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES A. December 10, 2014 IV. ELECTION OF OFFICERS V. OPEN FORUM The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Commission may reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to five minutes or less VI. PUBLIC HEARINGS The Chairperson opens the hearing and will ask city staff to provide background on the proposed item. The Chairperson will ask for comments from the applicant, after which the Chairperson will then ask if there is anyone else who wishes to comment. Members of the public who wish to speak will be given 5 minutes and will be requested to step forward to the podium and must state their name and address. At the conclusion of all public testimony the Commission will close the public hearing and will deliberate and take action on the proposed item. A. Case No. V/ 2014-37. Request for a Variance for a garage addition to the West side of the house and addition of a porch to front of the house. 1703 Oak St W. Jon Bell, Applicant B. Case No. SUP/2014-38. Request for a Special Use Permit for JX Event Center. 123 2" a St N. Judd Sather, Applicant C. Case No. SUP/2014-39. Request to approve a 10 lot residential preliminary plat, annexation, rezoning to RA, One -Family Residential and a setback variance, all for property located at 13310 Boutwell Road North. Thad Rich, Owner D. Case No. PP/2014-40. Request for a Special Use Permit for a brewery, light industrial that is clean and compatible with surrounding properties, and a taproom, a use similar to a restaurant. 114 East Chestnut St. Madeline Fyten, Applicant. VII. OTHER BUSINESS VIII. ADJOURNMENT THE HINTHYLACE OF MINNESOTA PLANNING COMMISSION MEETING MINUTES December 10, 2014 The meeting was not audio -recorded. Minutes are from staff notes. REGULAR MEETING 7:00 P.M. Chairman Kocon called the meeting to order at 7:00 p.m. Present: Chairman Kocon, Commissioners Collins, Fletcher, Hade, Hansen, Kelly, Lauer, Council Representative Weidner Absent: Commissioners Middleton and Siess Staff: City Planner Wittman APPROVAL OF MINUTES Motion by Commissioner Collins, seconded by Commissioner Fletcher, to approve the November 12, 2014 meeting minutes. All in favor, 7-0. OPEN FORUM There were no public comments. PUBLIC HEARINGS Case No. SUP/2014-31. Continuation of a request for a Special Use Permit to create an event venue at 120-124 South Main Street, Judd Sather, applicant. City Planner Wittman explained that at the last meeting, the Commission tabled an application from Judd Sather for the creation of JX Events Venue, a two-story events center to be located at 120-124 Main Street South. The Commission continued the public hearing pending a valet and parking plan depicting the alternate parking provisions. The Downtown Parking Commission has determined the parking plan is acceptable, however, traffic safety must be addressed by the City Engineer and Traffic Safety Board. Consequently, a traffic study must be done. Judd Sather, applicant, stated he has discussed the valet and parking plans with a traffic engineer and valet services, and is working on a traffic safety study. Commissioner Hade noted he supports the proposal because the large space needs a large tenant. Motion by Commissioner Hade, seconded by Commissioner Lauer, to approve the Special Use Permit for Case No. SUP/2014-31 with the following conditions. 1. No greater than 3,500 square feet of the first floor would be utilized as rentable areas for events or event functions for a total occupancy of no greater than 367 persons. Of the total rentable area, no less Planning Commission December 10, 2014 than 1,750 square feet must be permanently fixed table seating. A total of 1,750 square feet may be dedicated to flexible seating. 2. No greater than 2,500 square feet of the second floor may be utilized as rentable area for events or event functions for a maximum occupancy of 263 persons. Of the total rentable area, no less than 1,250 square feet must be permanently fixed table seating. A total of 1,250 square feet may be dedicated to flexible seating. 3. Prior to the operating of an event center, the applicant shall secure all required approvals from the Stillwater Building Department, Stillwater Fire Department and Washington County Health Department. 4. The applicant shall implement the soundproofing plan, as submitted with the Planning Commission's November 11, 2014 meeting packet. 5. The event venue shall adhere to the event security plan, as submitted with the Planning Commission's November 11, 2014 meting packet. 6. All existing and future trash receptacles shall be stored inside the building at all times with the exception of the day of trash collection. 7. Prior to the commencement of any exterior work, including the installation of lighting and signage, a Design Review permit shall be submitted and approved by the Heritage Preservation Commission prior to the issuance of a building permit. Any conditions attached to the Design Permit issued by the Heritage Preservation Commission for this addition are incorporated by reference into this Special Use Permit. 8. In conjunction and coordination with the City Engineer, the applicant shall hire a traffic safety engineer to assess the traffic safety impacts, analyze mitigation opportunities to those impacts and implement all required mitigation efforts to offset the traffic impacts. In the event a traffic safety study is not conducted, or mitigation efforts cannot be made to reduce or eliminate traffic safety concerns addressed, the Special Use Permit shall be null and void. 9. The applicant must enter into a parking and valet services agreement with the City Council. The Special Use Permit shall not become effective until the agreement is executed. 10. The parking mitigation for Phase II will be considered separately by the Parking Commission prior to issuance of the building permit for that phase. All in favor, 7-0. Case No. SUP/2014-35. Request for a Special Use Permit for two residences with a Variance to the height regulations at 275 Third Street South. Grady Erickson, applicant City Planner Wittman summarized the request. The applicant is requesting a Special Use Permit for the top story conversion to two residences and a height variance for the structure. The proposal includes removing a triangular -shaped roof feature and replacing it with an approximately 760 square foot rooftop access. The new rooftop access would also serve as a skylight to one of the new third -story apartments. The existing height of the gable is 41 feet. The new rooftop addition will not exceed the existing height. Michael Hoefler and Chad Johnson, HAF Architects, explained the proposal. Spike Carlsen, 220 Fourth Street South, commented about the bluff distance notification. Michele and Joe Zubert, 301 Third Street South, expressed concern about HVAC equipment on the roof and what kind of noise would be generated. Mr. Hoefler responded that the noise will be consolidated and buffered. Page 2 of 4 Planning Commission December 10, 2014 Motion by Commissioner Lauer, seconded by Commissioner Hansen, to approve the Special Use Permit and Height Variance for Case No. SUP/2014-35 with the following conditions. 1. A total of two residences are permitted to be located on the top story of the structure. 2. The parking lot shall be striped to delineate parking spaces for the structure. 3. A building permit shall be obtained prior to the construction of the residence. 4. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. All in favor, 7-0. Case No. SUP/2014-36. Request for a Special Use Permit for a residence and Montessori school to operate under the auspices of an in -home daycare at 150 Third Street South. Marcela Kelton, owner. City Planner Wittman reviewed the request. The applicant would like to operate a Montessori school under the auspices of an in -home daycare. Schools are not permitted in the Central Business District. In -home daycares, however, are permitted by the State of Minnesota in any zoning district where single family residences are permitted. The owner -occupied space has been an unpermitted residence since the second story was constructed in 1983, though no use permit was ever issued for the residence. A daycare would not be permitted, as the residence is non -conforming The applicant is requesting a Special Use Permit for a single family residence to be located in the structure. Staff recommends approval with conditions. There was no public comment. Motion by Commissioner Lauer, seconded by Commissioner Collins, to approve the Special Use Permit for Case No. SUP/2014-36 with the following conditions. 1. The two outdoor parking spaces, designated for the exclusive use of this unit, shall be striped and signed. 2. All exterior changes to the unit, including the installation of signs, shall be reviewed and approved by the Heritage Preservation Commission. 3. Plans and the use will need to be approved by the fire and building officials before the operation of an in -home daycare in this residence. 4. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. All in favor, 7-0. OTHER BUSINESS There was no other business. ADJOURNMENT Motion by Commissioner Hansen, seconded by Commissioner Hade, to adjourn the meeting at 8:03 p.m. All in favor, 7-0. Respectfully Submitted, Page 3 of 4 Planning Commission December 10, 2014 Julie Kink Recording Secretary Page 4 of 4 PLANNING COMMISSION DATE: January 14, 2015 CASE NO.: V/2014-37 APPLICANT: Jacob Bell, applicant, representing Jon Bell, owner REQUEST: Consideration of front yard setback variances associated with the proposed addition of a front porch and attached garages to the structure located at 1703 Oak Street West ZONING: One Family (RA) COMP PLAN DISTRICT: Low Density PREPARED BY: Abbi Jo Wittman, City Planner REQUEST Jake Bell, representing Jon Bell, has applied for variances to make certain improvements to the structure located at 1703 Oak Street West. The improvements include adding a front porch facing Oak Street West. Additionally, a new entry and mudroom addition to the west of the structure will allow the property owner to attach a three -car garage, composed of a single bay garage and a double car garage on the furthest western point of the structure. VARIANCES REQUIRED The applicant is requesting the following variances to the 30' front yard setback for proposed improvements to the structure located at 1703 Oak Street West: • A 4' 3" variance to the front yard setback line for a 6' deep front porch; and • A 15' variance to the front yard setback line at the cul-de-sac for a 6' deep front porch; and • A 22' variance to the front yard setback line at the cul-de-sac for an attached single car garage; and • An 8' variance to the front yard setback line at the cul-de-sac for an attached double car garage APPLICABLE REGULATIONS AND STANDARDS Section 31-208, Variances, indicates the Planning Commission may grant a variance, but only when all of the following conditions are found: 1. The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. The purpose a front yard setback is to maintain an open, unoccupied space for uniform front yards for aesthetic and environmental benefits. The variance, for the construction of a front porch and garage space, would maintain a front yard in on this property. 2. The variance is consistent with the comprehensive plan. No application elements are contradictory to the Comprehensive Plan. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: i. The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; While the addition of a front porch and attached garages is reasonable, the location of the improvements may not entirely be reasonable. The applicant has indicated a front porch, facing the Oak Street cul-de-sac, maintains the front of the home in its existing condition and along both the cul-de-sac and Seeley Streets. If approved, the front porch would be situated approximately 25' from the asphalted portion of the cul-de-sac. The two car attached garage, set back from the cul-de-sac is reasonable. However, the attached single car garage is proposed to be located 8' from the cul- de-sac property line. Reasonable alternatives to this design could include shifting the single car garage to the north to create a stepped design of the total structure with greater distance from the cul-de-sac. The location of this single car garage is not reasonable. ii. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and As the applicant indicates, the property was originally platted as a (approximately) 150' long property along Oak, with the Oak Street right-of-way originally platted through to Pine Tree Trail. If this were still true today, the front yard variance for the garages would not be required. The only variance required would be the 4'3" request for the front porch. The front porch, again, would be 25' from the asphalted portion of the cul-de-sac, which is consistent with other structures on this block. iii. The variance, if granted, will not alter the essential character of the locality. The essential character of the neighborhood will be enhanced with this improvement. However, if the 22' variance for the single car garage were approved, the 8' distance to the property line creates a significant reduction in distance from the structure to the right-of-way in this location. While other structures on this cul-de-sac are situated closer to the front lot line, in no circumstances is this distance less than 25'. If approved, the front porch will sit 15' from the property line along the cul-de-sac, consistent with other porches and decks on this block. CPC 1-14-15 (SUP/2014-37) 1703 Oak Street West Page 2 of 3 Section 31-208 further indicates: • Economic considerations alone do not constitute practical difficulties. • A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. ALTERNATIVES AND RECOMMENDATION The Planning Commission has the following options: 1. Approve the variance, with or without conditions. The Planning Commission may impose conditions in the granting of a variance. A condition must be directly related to and must bear a rough proportionality to the impact created by the variance. 2. Deny the variance. 3. Table the application and request additional information. On the basis the application is in harmony and intent of the zoning ordinance, consistent with the comprehensive plan and the applicant has established practical difficulty, staff recommends approval of: • A 4' 3" variance to the front yard setback line for a 6' deep front porch; and • A 15' variance to the front yard setback line at the cul-de-sac for a 6' deep front porch; and • An 8' variance to the front yard setback line at the cul-de-sac for an attached double car garage On the basis the application has not established practical difficulty, staff recommends denial of a 22' variance to the front yard setback line at the cul-de-sac for an attached single car garage. Staff would recommend the Commission approve a 15' variance to the front yard setback line at the cul-de-sac for an attached single car garage. Staff's recommendation would include the following conditions: 1. Plans shall be substantially similar to the plans on file in the Community Development Department. 2. Major exterior modifications to the variance permit request shall be reviewed by the Planning Commission as per Section 31-204, Subd. 7. ATTACHMENTS Site Location Map Narrative Request Certificate of Survey (with proposed improvements) Floor Plans (2 pages) Elevations Section Plan CPC 1-14-15 (SUP/2014-37) 1703 Oak Street West Page 3 of 3 The Birthplace of Minnesota 1703 Oak Street West SITE LOCATION s 0 25 50 100 Feet EST OLIVE w t- w w w cn V m x F- D O m W ST w J w w OAK PINE U_ m m WEST SIRE STREET WEST W+ I I Stillwater Planning Commission 216 4th Street North Stillwater, MN 55082. 1703 Oak Street West Stillwater, MN 55082 12-14-14 Dear Stillwater planning commission, I Jake Bell; Am representing the property at 1703 Oak Street West, Which I am applying for a variance to renovate my home. The House has been in my family since the early 1970's and passed down from my grandparents until I took over the home 4 years ago. When I took over the home, 1 knew at some point It was going to need some rejuvenation, to make the residence more up to date and family functional.1 have a few unique circumstances from when the house was built, I am on a corner lot in a cul-de-sac, Oak Street, Was originally proposed to go through to Pine Tree Trail. In 1967 the through street was vacated therefore the setback requirements my house then met were now altered to accommodate the cul-de-sac, We originally had a full double lot that we lost a portion of to the cul-de-sac and where I once had a 32' set back I now have a 20' setback. My home was the First one built on this portion of the block, so after they vacated the road they were able to properly position the remaining homes in the cul-de-sac. 1 hired a professional designer to try and configure different scenarios on how we could use the property more efficiently to accommodate a small addition, front porch and attached garage, rbut the one we came up with, that would work the best with keeping the characteristics of the neighborhood is the plan I have submitted to you which will still use the oak street side as the main entrance of the home. With the renovations we are doing to the home we are trying to keep it modest, by adding a small addition, front porch and attached garage. With the remodeling and additions that are taking place we also will be removing the existing outbuildings from the property. We have been working with our designer to keep the lines and flow of the neighborhood, while bringing in a little modern flare and some much needed curb appeal. We did not want a house that did not fit the characteristics of the neighborhood. We have noticed our neighborhood is being renovated for the better and we would like to keep up with the positive direction it is going by rejuvenating our home. I have attached pictures of the existing home, Site survey of the existing home and one that has an overlay with the addition and garage attached. I also attached a drawing with an illustration of the city street being vacated. If you have any questions or need more information please feel free to contact me any time, by E-mail: Be114024@comcast.net or Phone: 612- 919-2539. I sincerely thank you all for reviewing our plans, and look forward to working with the city to rejuvenate my home and improve the curb appeal of our neighborhood. Again thank you for your time reviewing my variance. CERTIFICATE OF SURVEY FOR: JON A. BELL //> i cr EDGE OF GARDEN —� r—FOUND LEANING I" IRON ROD (BASE AT CALCULATED POST€QN ) J EXISTING GARAGE // WEST OAK STREET 75.00 S88°27'S0"W �I ham/ 71.59 SOUTH LINE OF OAK ( / \ L- STREET PER FOUND " FOUND I" 7 i ONUI IENTS _ IRON 290 ; b — AT PARCEL w 1 CORNER 7 / N / 31.2' --}% EXISTING WOUSE 150.00 147.49 _ N88°27'50 'E cn1 POUND I" IRON 0.30 WEST & SOUTH OF CALCULATED PROJECT LOCATION: 1 703 WEST OAK STREET STILLWATER, MINNESOTA 50 0 NE CORNER L 7 BLOCK PER =OUND MONUMENTS 0 zOt cc 0 cc 25' 2.6' 50' -- FOUND 1/2" IRON PIPE MARKED "STACK" FOUND I/2' IRON —PIPE MARKED c "STACK" BELL Street M N 55082 , 23' \ ♦ ♦ ♦ s 4 4 I 4 J 4 4 a ♦ ♦ • • • • • � ♦ • JAKE 1703 Oa 42' \ 8' \ 10' 441 UNEXGAVATED • • 13'-2" \ 4'-4" \ 24'-6" \ ♦ • N GW325 RO:1'1-1L 1 EY "x2'4-1/8" \ \ 2'-6" 4 ♦4 : • ♦ • t 0 0 • STORAGE v Q •' 1 • concrete N �i • BEDROOM#3 in i_ - • .° o o ry N 3o carpet _ © I — ry • ♦ N f • In WIG • - ♦ ♦ • �[ N — 0 •6 �.3 �� o carpet m• I • ♦ vITZr c��Iul > 0• x (N - - - - -♦ • • • E L N N N - - • (6 V / 1' ♦ • • -Q 4 a' L Ln 2 0 i STAIR LANDING �� •�� ♦•♦�• Qs N p FAMILY ROOM ° carpet Soo ���_Q®®®jjj carpet m 0 �, 1 0 1• flush beam 2668 • EP ® 1 • 7 ) C 2668 / Ili" -e . I 4 CL) Z UNEXGAVATED 0 L > 1 9 / 2�68 2668 0 0 I m I L' UNDRY I ^- 3 0 N , built in bench `�' ' MECHANICAL RM -0 YY�tt or dresser l m -- i the I m 3 �' 0 I 1 r - concrete (relocate all mechanical units) , _ BEDROOM #4 ,, I T � o m L1J F carpet i- 13/4 BATH I m tY co -I tile -- 4 1-• (:::) ° 48"x36" 5821 R f/glass shwr d dryer washer (� o Il 1 ♦ ♦ 4 enclosure V o1J 1 1 / 1 •.V •(V sump pump♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦ • fn 1 ♦ ••♦♦♦♦/ \ 13'-10" \ 8'-6" 8'-8" \ 11' UNEXGAVATED relocate egress window to south wall 17. \ 7'-2" l'-2" \ 12' \ 12' \ • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •• 26' \ \ 42' \ T-8" \ 14.-4" \ 24' \ \ 88' DESIGN & CONSTRUCTION DISCLAIMER: Novare Renovation & Design LLG, not being an architectural or engineering firm stands no liability for structural or architectural design integrity. Every effort has been made to ensure all dimensions are correct and regulations have been met. If an error or omission does occur it is the sole responsiblity of the Owner or Builder to correct the error and/or omission at his own expense and not the responibility of Novare DATE: 6.16.2014 1.25.2014 FINAL: 5.1.2014 governmental Renovation & Design LLG. Any use of the plans, or modifications of the plans, by purchasers, Builder or others is done at their own risk. The information contained within the construction documents is intended to depict design and basic construction detailing. It is the Builder's responsibility to provide standard construction details and practices which will result in a structurally sound weatherproof finished product. It is the responsibility of the Builder to check all dimensions and details for overall accuracy appropriate to the local conditions and the final selection of materials such as masonry, floor joists, lumber, structural members, construction panels, roofing, etc., all of which can create variations in diminsion and details. Names of materials and manufacturers shown on the Flans & Specifications do not represent an endorsement or recommendation by the Designer. Final selections of materials are the responsibility of the Owner and/or Builder, including but not limited to proper installation of materials, many other details not necessarily indicated on the Flans, and over which the Designer has no control or responsiblity. The Designer shall not be held liable for any errors, omissions or deficiencies in any form by any party whatsoever. Homeowner's initials: SCALE: \ 28' \ \ 14' (2) q-1/2" microlams re -use family \ 14' rm window N 4—+ 0 I IuP ln --I 0.)i n u/ ILI Z m JAKE 1703 Oi Stillwater, v — o 2-GAR GARAGE ry o \ 42' ty \ 1. i concrete va (615 sq. feet) w \ EXISTING DIMENSION \ EXISTING DIMENSION EXISTING DIMENSION \ \ 4' \ 2'-6" to 61 V I— a to 2 z — N I=- �o existing window remove closetexisting window existing window existing window (2) q-1/2" re use dinette microlams window 2 B t ac% W Z_ I— tY 0 tw 0 0r E a I I I I I I I l_ ICI 1 I ) ( n 1 i BEDROOM #2 z m MUD RM o MASTER BEDROOM carpet R R - _ �- = tile z carpet Ir w o KITCHEN O ry Q 2 wood- DINETTE z- / / - i i wood m _ rn N rn N — to =o3Lfl I I y remove flue 01 K 1 cy , O 2668 I _N r ) ( 2% 1 ` - z �N` /` 506E r' I m I x I o 18' 0"x8' 0" OVERHEAD DOOR (2) 14" microlams v f I I c o STAIRWELL (- q I I I 1- ��2 6 N 2668 CZ O 84" high linen cab. P m WIG . 12' \ 12' \ o car et flush beam 0 1-CAR GARAGE `0 c P (size by supplier) ci concrete (284 sq feet) 3 3 ry � I 2466 1 O o — 1 \ ROOF TRUSSES @ 24" O.G. kn c I \ per mfr specifications z / 1 _ 2 00 FAMILY ROOM iN 2 z FT _ _ I— 7 x �E N Q linen cab. 11. o wood m / `D •^G I m 60"x32" v — x Z °' — I (keep existing recessed cans) m N BATH f/glass ^ 1 tile tub/shwr s .. < '' MASTER BATH I enclosure — O cv w tile ►.0- - -' i w" > _ 0 54" vanity 0 • - - 1— — 60"x36" I III I I tile I °J W shower , TW2842 - RO: 2'10-1 /8" x 4'4-1/8"0 I I I III I (2) q-1/2" microlams v q' 0"x8' 0" OVERHEAD DOOR Shift existing window / existing window 3065 existing window COVERED PORCH (2) 14" microlams concrete 26' x 6' `� "I' 6' 6" \ 3' q" \ 3' 1 1 " \ ?' 2" 2" \ MI5C NOTES: AN ERSEN WINDOWS SHOWN MATCH EXISTING WINDOW SERIES & COLOR / OAK 2-PANEL INTERIOR DOORS MATCH EXISTING OAK CASING & BASE HARDWOOD FLOORING SPECIE TBD STAINED MAPLE CABINETRY STONE OR QUARTZ COUNTERTOPS 26' \ 11'-2" T-q" EXISTING DIMENSION T-8" \ 14'-4" \ 24' \ 88' \ MAIN FLOOR PLAN DATE: 6.16.2014 1.25.2014 SCALE: 1 /4"=1'-0" DESIGN & CONSTRUCTION DISCLAIMER: Novare Renovation & Design LLG, not being an architectural or engineering firm stands no liability for structural or architectural design integrity. Every effort has been made to ensure all dimensions are correct and regulations have been met. If an error or omission does occur it is the sole responsiblity of the Owner or Builder to correct the error and/or omission at his own expense and not the responibility of Novare FINAL: 8.1.2014 governmental Renovation & Design LLG. Any use of the plans, or modifications of the plans, by purchasers, Builder or others is done at their own risk. The information contained within the construction documents is intended to depict design and basic construction detailing. It is the Builder's responsibility to provide standard construction details and practices which will result in a structurally sound weatherproof finished product. It is the responsibility of the Builder to check all dimensions and details for overall accuracy appropriate to the local conditions and the final selection of materials such as masonry, floor joists, lumber, structural members, construction panels, roofing, etc., all of which can create variations in diminsion and details. Names of materials and manufacturers shown on the Plans & Specifications do not represent an endorsement or recommendation by the Designer. Final selections of materials are the responsibility of the Owner and/or Builder, including but not limited to proper installation of materials, many other details not necessarily indicated on the Plans, and over which the Designer has no control or responsiblity. The Designer shall not be held liable for any errors, omissions or deficiencies in any form by any party whatsoever. 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The maximum capacity of the venue would be 800 guests. The three story structure would house the events venue on the upper story with offices on the main floor including Mr. Sather's photography studio. The lowest floor, accessible off of the alley, is indicated to be used for storage though the applicant has indicated it is currently utilized for manufacturing and packaging of food products. BACKGROUND This request comes before the Planning Commission after the Commission's conditional approval of this events center at 120-124 Main Street South. The conditions of approval, designed to reduce the parking and traffic safety impacts on Main Street near its intersection with Chestnut Street, may make the events center unfeasible for Mr. Sather. As such, he is looking at this alternative location. APPLICABLE GUIDELINES AND REGULATIONS Section 31-325 indicates that assembly halls in the Central Business District require a Special Use Permit. Section 31-207 establishes the review standards for Special Use Permits: 1) The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations. Comprehensive Plan Chapter 6, Local Economy, indicates an objective of supporting business expansion in the downtown commercial district. This would be achieved through the following implementation actions: "[e]ncourage small, locally owned, businesses particularly in the Downton" and "[p]romote office and service job locations in and around the downtown." Comprehensive Plan Chapter 7, Economic Development, indicates a goal of promoting and maintaining the downtown as a central focus for community, economic and cultural activity as "tourism has allowed the Stillwater downtown to avoid the vacant buildings and physical decline seen in other traditional downtowns." The events center will help support these goals, objectives and implementation actions. The proposed use is allowed within the subject zoning district, if it is found compatible with surrounding uses. Other uses in the vicinity include office and retail uses in free standing structures across Commercial Street and the alley. Residences are located on the second stories of some of these structures, located approximately 16' away. Additionally, the municipal parking ramp is located across 2nd Street as well as the Lowell Inn. In review of the request with City staff, the following items were determined to be some items of concern: • Parking and Traffic: The concerns of the impact to the parking in this location have been preliminarily discussed with the Downtown Parking Commission. Generally speaking, the Downtown Parking Commission did not anticipate negative impacts to parking in this location given the sites proximity to the municipal parking ramp. The applicant is expected to work with the Downtown Parking Commission on finding a suitable alternative to meeting the off-street parking requirements at their next regularly - scheduled meeting on January 15th. The applicant has indicated there would be minimal traffic impacts as there is an adjacent 8' by 24' loading dock / drop- off area as shown, right. However, there are traffic safety concerns at the corner of Commercial and Main, an intersection with limited site visibility. Furthermore, as the 9.5' sidewalk on the northern side of the structure is not continuous from the front to the rear of the structure, pedestrians in this location must walk in traffic (either on the street or in the loading zone) as the 1.5' sidewalk adjacent to the loading dock is not sufficient. CPC 1-14-15 (SUP/2014-38) 123 2nd Street North Page 2 of 4 • Event security and noise (including impact to neighboring residences): The existing, free- standing building would need to conform to the City's noise ordinance. The applicant has indicated interior modifications would be made to help reduce the noise. Furthermore, the applicant is proposing implementation of the security plan developed in conjunction with the Stillwater Police Department. • ADA compliancy (including accessible routes and distance to accessible spaces): Where the former site had significant accessibility issues, this site does not. The applicant is proposing the installation of a new elevator at the 2nd Street entrance. Furthermore, the 4% slope of the sidewalk along Commercial is accessible to Main Street. 2. Any additional conditions necessary for the public interest have been imposed or use and/or structure will not constitute a nuisance or be detrimental to the public welfare of the community. The focus of this review standard is whether the proposed use can operate in its proposed location without negatively impacting surrounding uses, or the general neighborhood. Minimal concerns have been identified with this proposed use in this location. While there are a number of ways the traffic safety concerns could be addressed, the removal of the non -historic loading dock in this location is preferred. While the City Council authorized the construction of the loading dock in 1970, the land remains in public ownership. Removal of the dock would allow for the reconstruction of an, up to, 9.5' wide sidewalk and associated parallel parking areas consistent along this street frontage. Reduction of the depth of the loading dock by 4.5' would further allow for the reconstruction of a 5' sidewalk and associated parking area. ALTERNATIVES AND RECOMMENDATION 1. Approve the Special Use Permit request with or without conditions. If the Commission would like to approve the Case No. 2014-38 with conditions, staff would recommend the following: a. Prior to the operating of an event center, the property owner shall remove the loading dock on the northern side of the structure or enter into a license agreement with the City Council for the continued use. b. The lower level, accessible off of the alley and Commercial Street, shall not be utilized as rentable area for events or event functions. The use shall remain as storage. c. The main floor, accessible off of 2nd Street North, shall not be utilized as rentable area for events or event functions. d. The third floor shall be used as rentable area for events or event functions. Plans shall be consistent with those submitted with the December 15, 2014 dated Planning Commission supplemental information for JX Events Venue. e. Prior to the operating of an event center, the applicant shall secure all required approvals from the Stillwater Building Department, Stillwater Fire Department and Washington County Health Department. CPC 1-14-15 (SUP/2014-38) 123 2nd Street North Page 3 of 4 f. All existing and future trash receptacles shall be stored inside the building at all times with the exception of the day of trash collection. g. Prior to the commencement of any exterior work, including the installation of lighting and signage, a Design Review permit shall be submitted and approved by the Heritage Preservation Commission prior to the issuance of a building permit for this project. i. Any conditions attached to the Design Permit issued by the Heritage Preservation Commission for this addition are incorporated by reference into this Special Use Permit. h. A parking mitigation plan must be approved by the Downtown Parking Commission to satisfy the off-street parking requirements. If the plan includes a fee -in -lieu, the fee shall be paid upon receipt of City invoice. Failure to pay charges within 30 days will be certified for collection with the real estate taxes with the real estate taxes in October of each year. The applicant waives any and all procedural and substantive objections to the purchase requirement including, but not limited to, a claim that the City lacked authority to impose and collect the fees as a condition of approval of this permit. The applicant agrees to reimburse the City for all costs incurred by the City in defense of enforcement of this permit including this provision. i. Any conditions attached to the parking mitigation plan approved by the Downtown Parking Commission are incorporated by reference into this Special Use Permit. i. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. 2. Determine that the proposed events center is not consistent with the Special Use Permit provisions or the Comprehensive Plan and deny the Special Use Permit. 3. Table the application requesting more information be brought back before the Commission at their February 11, 2015, meeting. ATTACHMENTS Site Location Map Applicant Narrative CPC 1-14-15 (SUP/2014-38) 123 2nd Street North Page 4 of 4 The Birthplace of Minnesota 123 2nd Street North SITE LOCATION s 0 45 90 180 Feet Planning Commission supplemental information for JX Event Venue December 15, 2014 Dear Planning and Parking Commissions, We are excited to bring more people to the north end of Stillwater, as well as and to bring the parking ramp to higher profitability with the proposed opening of JX Event Venue. We have revised the site address to better fit with the current state of downtown Stillwater and eliminate any traffic congestion. We have applied for 120-124 Main Street South as well, but will only build out the location that best fits our business plan. The new proposed site is located directly across the street from the parking garage at 123 North 2nd Street with a max capacity of 800 guests. The old Connelly Shoe building has three levels and the upper level would be used for the event center. The main level would have a small lobby and elevator and have the existing use of office space. The lower level would be used for storage. Washington County, MN <- 2nd Street -> Upper Floor Plan (Proposed IX Event Center) An elevator would be added from the ground level expanded lobby, fireproof corridor would be added per building code, prep kitchen, service bar, and expanded restrooms. Partitions for office space and dressing rooms would be added to reduce occupant loads. F Commercial Street - 5TORPCa I/200 5COVACt 1 / 200 1e55ING 1/100 dFFIC5 1/100 COATS I/ 200 FIkt17 LEAtING 1/ 15 FL .X1BLE 1/ 7 B STAGE 1/15 Pitt MOM I/7 X MTV TAM I/ I $ FLEXf31.E I/7 5i0RAG I/200 FIXEG1 SEATING 1/15 857/752 Purpose: We currently own and operate The Loft at Studio J at 214 Main Street South. With the success of The Loft that has booked 25 events for 2015 already, we see the need for updated and larger event space in Stillwater. Talking with our clients, many of them would like more space for 250-350 people so we started looking at larger spaces to host events. Use: We expect the event center to be used 4-6 times per month starting in the summer and fall of 2015. Weekday events would be rare, and there would be little traffic during the week other than tours for prospective clients. The main level would be use as a photography studio as well as offices for wedding vendors that would service the events (video editors, decor companies, catering storage, designers, florists, etc.). The lobby would be lowered per accessibility code and an elevator would be added per code. There would be no change in use for the main level for our proposal. The lower level would be used only as storage and could become a food commissary or taproom in the future. It is currently used for manufacturing and packaging food products. There would be no change in use for the main level for our proposal. ..."5 .=••:,<=4•••="••!,• •::::•:=•:•!:=•••••••=•:•:•=•••:. = Main Level (Proposed) - Lobby for A2 use only and stairwell addition 3 a a rE111111111= 1111111111= Main Level (Existing Offices) IKRY•4%/- U Connelly Building - tz3 znd Street N. SI1wi.r.HN 550Bz / First Floor (existing) Scale. - Lower Level (No changes) ": • -`•"• • • • • .•-• • ' "MIN • • Parking Plan - Proposed JX Events (Event Venue) The parking ramp is across the street from the proposed event venue. Mitigation needs to be looked at differently with the parking ramp in play, as well as the fact that we will be open for this kind of demand only two days a week. Peak scenario of up to 800 guests (based on floor plan) would be very rare. Here is an average scenario: 50 events/year, 300 people/event, 100 cars/event, Premise: 75% of them parking in the ramp at $4.25 average ($3 winter, $5 summer) 5000 cars per year * .75 * 4.25 = $15,937.50 revenue per year for the City. If only 50% of cars park in the ramp, that is still $10,625.00 revenue per year for the City. We met with parking commission on December 17 and informally discussed the new location. Based on a square footage peak of 800 guests the deficit for parking is 224 cars with the change of use. With 25% of that number being mitigated (56 cars), the cost would be $560 in monthly permits ($6894/year). There would be no issues of stopping since there is an adjacent loading dock / drop-off area. We think mitigation should be waived given the proximity to the ramp and that we would be encouraging guests to use the ramp. Guests would have to walk too far for mitigation of 56 spaces to make sense. Assuming that free parking is only 25% open when a guest arrives, we are looking at 224 spaces to accommodate those 56 cars. That puts the 56th car (looking for free parking) roughly 2-3 blocks away from the venue, and we think they will just park in the ramp. - fWelk lbbry Parking is largely a perceived issue based on complaints, so I took some time to check out the use of the ramp during peak times. The first check was 2pm on Saturday, October 18. It was a beautiful autumn day in town with hundreds of people walking around and we had a wedding at The Loft as well as other venues. It was about the time guests would show up for a wedding. I noted that 5 of the 6 accessible parking spaces within one block of 120 and 122 Main Street were open and the parking ramp was only about 10% occupied. The next check was another beautiful fall day on Saturday, October 25 and at 1pm the ramp was about 10% full, at 2pm it was about 20% full, and at 6pm it was 50% full. There were weddings at The Lowell Inn, Water Street Inn, The Grand, and The Loft at Studio J. This means that there were still over 100 parking spaces available in the ramp at a peak time when all those wedding guests were at the venues. Many people have commented that the only time the ramp is full is the fourth of July. Security Plan - Proposed JX Events (Event Venue) We spoke with Nate Meredith from the Stillwater Police Department and came up with this security plan together: 1. Security Cameras with DVR recording (4 downstairs, 2-4 upstairs) a. Viewable on monitors at host office and on mobile devices 2. Security personnel onsite (One security person per 200-250 guests) a. Training to keep out non -invited guests and keep all drinks inside building at all three exits b. Have enough staff onsite for one security person per exit c. Call police in case of emergency 3. Have bartenders serving alcohol be trained and have their own liquor liability insurance 4. Put gifts and cards away after all guests have arrived. Soundproofing plan - Proposed JX Events (Event Venue) This is a stand-alone building and we will adhere to all noise ordinances of the City. Sound and other acoustic damping will occur within the space to reduce echo. Thank you for considering our proposal to breathe life into this historic building. It is exciting to have the possibility of a large enough event center to attract high -end events and fundraisers that would normally stay in St. Paul / Minneapolis or the Prom Center in Oakdale. JX Event Venue could also host craft fairs that Stillwater residents currently only can enjoy during the summer. Use of the space for citywide events could even be part of the parking mitigation. A year-round, first class event space would be a benefit for many businesses in town and bring the city's parking ramp investment to higher profitability. Sincerely, Judd Sather Owner, The Loft at Studio J, (www.studiojloft.com) Judd Sather Photography, and Studio J, Inc. (www.studiojphoto.com) 214 Main Street South, judd@studiojphoto.com, 651-342-1476 Sffl iw i j F n IWRI s II' MI4I+i `. GI ++ PLANNING COMMISSION MEETING DATE: January 14, 2015 CASE NO.: 2014-40 January 21, 2015: Joint Board January 26, 2015: Parks and Recreation Commission February 3, 2015: City Council APPLICANT: Thad Rich, property owner REQUEST: 1) Rezoning to RA, One -Family Residential 2) Setback Variances 3) Preliminary Plat approval of Richlind, a 10 lot residential subdivision at 13310 Boutwell Road COMPREHENSIVE PLAN: LDR, Low Density Residential REVIEWERS: Community Development Director, City Engineer, Fire Marshal, City Attorney, Middle St. Croix Watershed Management Organization PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND Thad Rich plans to develop 7.82 acres of land located at 13310 Boutwell Road, a single parcel containing one residence. The parcel is located in Stillwater Township and is being petitioned for annexation as a part of this development process. A total of 10 lots, to be known as Richlind, are proposed; one new lot would contain the existing residence. All lots would access Boutwell Road via a single cul-de-sac road proposed to be named Richlind Ranch. SPECIFIC REQUEST In order to develop the property as proposed, Thad Rich has requested approval of the following: 1. Rezoning to RA, One -Family Residential. 2. Variances to the 60' Wetland Buffer requirement for the construction of right-of- way, stormwater pond improvements and for lots 1-3, and 7- 9. This is requested as consideration to allow wetland buffer averaging. 3. A variance to the 20' structural setback from a Wetland Buffer for the structure on lot 3 to be located 10' from the Wetland Buffer. 4. Preliminary Plat of Richlind, a 10 lot single family development. EVALUATION OF REQUEST I. ANNEXATION On January 6, 2015 the City Council approved a Resolution to annex all lands remaining in the Orderly Annexation Area, which the subject parcel is included in. The Resolution will become effective prior to the submittal and review of the Final Plat. Consideration of conceptual approval of annexation is no longer required. II. REZONING Mr. Rich is proposing to rezone the property to RA, One -Family Residential. The Comprehensive Plans' guided use for the property is Low Density Residential, for a total of 1 to 4.4 units per acre. The proposed rezoning is consistent with this future land use classification. III. VARIANCES REQUEST The City of Stillwater has a joint powers agreement with the Middle St. Croix Watershed Management Organization (MSCWMO). As such, the City has adopted the MSCWMO's minimum buffer and structural setbacks from wetlands. Within the wetland buffer area, no development grading may occur. Wetland Type Minimum Buffer Width Minimum Structural Setback from Buffer Maintenance of un-mowed natural vegetation Principle and accessory structure location, measured from the upslope edge of the buffer. Preserve 60' 20' Maintain 30' 20' A. Wetland buffer width averaging The applicant has requested wetland buffer width averaging for this subdivision. This would allow for certain buffers to be reduced and recreated elsewhere on the development site. Though this is permitted in the Brown's Creek Watershed District, this is not permitted in the MSCWMO's area in the City of Stillwater1. The applicant is proposing a reduction of 16,028 s.f. of wetland buffer which will be mitigated through the creation of 31,558 s.f. of new buffer area. This would only be achieved through the granting of the following variances: I See the attached Figure 3.1, Watershed Management Organization Boundaries map CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 2 of 8 Improvement Required Buffer Width Proposed Buffer Width Buffer Variance Requested Lot 1 60' 40' 20' Lot 2 60' 35'2 20' Lot 3 60' 30' 30' Lot 7 60' 30' 30' Lot 8 60' 30' 30' Lot 9 60' 30' 30' ROW 60' 30' 30' Stormwater Improvements 60' 10'-25' 25'-50' B. Allow for a 10' side yard building setback to a wetland buffer for Lot 3. As indicated, the MSCWMO requires a 20' structural setback from the wetland buffer. The applicant is proposing a 10' variance to this 20' setback for Lot 3. ANALYSIS Section 31-208, Variances, indicates the Planning Commission may grant a variance, but only when all of the following conditions are found: 1. The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. While the buffer and structural setback variances would be consistent with the 25' wetland buffer identified in City Code Section 37.402, the variances are not in harmony with the general purposes of the joint powers agreement, creating significant improvements in these natural areas. 2. The variance is consistent with the comprehensive plan. The comprehensive plan encourages development that relates to the natural settings, and it is the City's implementation strategy to develop buffering plans as a strategy for environmental protection. The comprehensive plan stresses the preservation and protection of wetlands. As such, the City has entered into agreements with the WMOs and Watershed Districts to manage wetlands and wetland buffer areas. Allowing for wetland buffer averaging, by granting the aforementioned variances, and authorizing structural setback variances would be inconsistent with the comprehensive plan. Comprehensive plan Chapter 3, Natural Resources, identifies this parcel as a Semi - Natural Area on Figure 3.1, Natural Features and Corridors. These are areas of land not subject to active use, but which are not dominated by vegetation native to 2 Lot 2 would encompass the existing structure. The structure is non -conforming to the 60' wetland buffer and the 20' structural setback. CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 3 of 8 Minnesota. Examples include degraded wetlands dominated by reed canary grass or other invasive species, and secondary growth or disturbed woodlands. The comprehensive plan indicates these areas can still officer significant benefit for wildlife areas and for water quality protection, and often from important buffers around remnants of native habitat. Allowing for the buffering average and structural setback for the construction of certain improvements would create greater stress on this Semi -Natural Area. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; While the proposed development meets city standards for density, the request for reduction to the wetland buffer width and structural setback is not reasonable given the environmental considerations. If the wetland buffer and structural setback from the wetland buffer is preserved, three lots may not be able to be built upon. This would still allow for 2.23 units per acre, a density consistent with the Low Density Residential future land use classification. ii. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and There are a significant number of wetlands on the property but that does not make a uniqueness that creates difficulty in meeting the regulations. While the location of the wetlands on the property create significantly less developable acreage, there is development opportunity on this parcel consistent with the density classifications adopted by the City. iii. The variance, if granted, will not alter the essential character of the locality. The essential character of the development will significantly be altered by the granting of these variances. Section 31-208 further indicates: Economic considerations alone do not constitute practical difficulties. In this case, that equates to the reduction of lots. The reduction of lots alone does not constitute a practical difficulty. A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. IV. PRELIMINARY PLAT Lots Lots proposed conform to the minimum standards set forth for the proposed zoning district. The only concern identified is with Lot 7, where all development drainage CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 4 of 8 improvements are proposed to be located. A new outlot should be created, owned in cooperative ownership of the homeowners, to reduce burdens to any individual property owner. Engineering and Streets City Engineer, Shawn Sanders, has reviewed the preliminary plat and offers the following comments: 1. The stormwater pond, including the forbay and infiltration basins and associated piping, should be located at least 60' outside of the wetland buffer area. 2. The water main and sanitary sewer should be located outside the 60' wetland buffer area. 3. The right-of-way name, Richland Ranch, shall be called Richlind Ranch Circle, Court or Place, identifying it as a cul-de-sac. 4. This development shall be responsible for paying development impact fees. These fees shall be due prior to release of the final plat for recording with Washington County. 5. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. 6. Conservation easements will be required for all wetlands and wetland buffer areas. Tree Preservation and Landscaping Less than 35% of the significant trees on site are planned for removal (32.4%). And, less than 50% of the vegetation crown cover would be removed (39.1%). Therefore, no tree replacement would be required by the zoning ordinance for this residential development. The subdivision ordinance requires three trees on average for every planned lot (City Code Ch. 32, Subd. 5 (13)(q)(1)), whether tree replacement is required by the zoning ordinance or not. So, a total of 30 trees would be required for the 10 requested lots in this preliminary plat. The submitted plan set only accounts for 19 trees in the landscaping plan. Therefore, the landscaping plan will need to be revised to include the correct number of landscaping trees. City Code Sec 31-402, Subd 7 (q)(2)3 prohibits the removal of any tress greater than 6" DBH within the required buffer areas of wetlands. The proposed grading plan shows the removal of 32 trees from wetland buffers. The grading plan will need to be revised to comply with City Code. Five trees are shown to be removed from the property of neighbors to the north for the installation of a stormwater pipe. These trees are located within a City utility easement, so 3 The need for this wetland buffer requirement to be met is triggered by Ch 31-522, Subd 3(a) CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 5 of 8 the removal is legal. But, since the property is owned by someone other than the developer, the developer should consult with the effected neighbors about desired tree species, locations, etc. Incidentally, one of these five trees is a 12" oak. Perhaps this oak could be avoided by re-routing the storm sewer slightly. Because there are oak trees on the site, care must be taken to prevent spread of oak wilt. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April 15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. Park and Trail Dedication The Comprehensive Plari s park element shows no planned parks on or through the property. So, the contribution to the park system would likely have to be in the form of a fee, which would be $2,000 per lot. In terms of trails and sidewalks, sidewalks are not proposed in this development though a sidewalk should be located on, at least, one side of the right-of-way. The sidewalk should connect to the Boutwell Road North off street trail. The developer will be responsible for a $500 contribution per lot to the city's public trail system. The Park and Recreation Commission will review the plans on January 26, 2015. ALTERNATIVES AND RECOMMENDATION Regarding the variance requests, city staff recommends: 1. Denial of the wetland buffer setback variances for Lots 1, 3, and 4-10 as the request is based on economic reasons and no practical difficulty has been established; and 2. Approval of the wetland buffer setback for Lot 2 as practical difficulty has been established for the existing residence; and 3. Approval of the structural setback from a wetland buffer for Lot 3 as practical difficulty has been established. Regarding the preliminary plat, the Planning Commission has the following alternatives: 1. Recommend to the City Council approval, with or without conditions, the preliminary plat and plans as submitted (which will include the variances). If the Commission would like to recommend approval, staff would recommend the following conditions: a. The site shall be developed in substantial conformance with the 12/18/2014 Preliminary Plat Submittal plans on file with the Community Development Department, except as may be modified by the conditions herein. b. The variances and rezoning will not take effect until the final plat is approved by the City Council. c. The stormwater pond, including the forbay and infiltration basins and associated piping, should be located at least 60' outside of the wetland buffer area. CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 6 of 8 d. The water main and sanitary sewer should be located outside the 60' wetland buffer area. e. Storm ponds should be designed to reflect the new rainfall data from National Weather Service Atlas 14. f. All electrical and communications utility lines shall be buried. This shall be specified in the plans submitted for final plat approval. g. The right-of-way name, Richland Ranch, shall be called Richlind Ranch Circle, Court or Place, identifying it as a cul-de-sac. h. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. i. Civil engineering plans submitted with final plat application materials must be consistent with the City Engineer comments found in this report, and the plans must be found satisfactory to the City Engineer. j. Conservation easements for all Lots will be required for all wetlands and wetland buffer areas. These must be submitted to the City for approval of form and content together with final plat application materials. k. Home Owner's Association documents including stormwater facilities maintenance must be submitted with final plat application for approval by the City. When approved by the City, they must be filed together with the final plat. 1. This development will be responsible for paying $2,500 per lot to the City for park and trail dedication fees. These fees may be reduced by crediting trail construction costs if found acceptable to the Park Commission and City Council and thereafter included in the Development Agreement associated with this plat. These fees will be due prior to release of the final plat from the City for recording with Washington County. m. This development shall be responsible for paying 2015 development impact fees including the Trout Stream Mitigation Fee, the Transportation Adequacy/Mitigation Fee, and trunk sewer and water fees. These fees shall be due prior to release of the final plat for recording with Washington County. n. The developer shall consult with the effected neighbors to the north about removing their trees for storm sewer construction. Specifically, he should discuss which tree species and replanting locations they may prefer. o. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April 15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. 2. Recommend to the City Council denial of the preliminary plat. If the Commission recommends denial, the Commission must state reasons for the denial. 3. Table the preliminary plat, requesting updates plans. CPC 1-14-15 (SUP/2014-40) 13310 Boutwell Road Page 7 of 8 Staff recommends the Commission table the preliminary plat, requesting updated plans depicting all wetland buffers and structure setbacks from the buffer. The updated preliminary plat shall also include a new grading plan, landscaping plan and a tree preservation plan. 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IR�z�cfi MV T RSH DIS RICT McKusick R BROWN'S CREE WATERSHED DIST CT c sick War 11 inn PIS rMMMINII ■ r� 1M�MMr���� i!p " iaM�",111� illimaijialiffirsi MMM111111% .; I.mj1g1 ... - r i 1 1 • 3.4.1 BROWN'S CREEK WATERSHED DISTRICT (BCWD) BCWD was formed in 1997 and covers portions of Grant, Hugo, Lake Elmo, Oak Park Heights, Stillwater, Stillwater Township and May Township. Brown's Creek flows from the upper watershed southeast through Stillwater to the St. Croix River. BCWD administration is provided by the Washington Conservation District. BCWD covers approximately 3,140 acres in Stillwater (including proposed annexation areas.) City of Stillwater Local Surface Water Management Plan •'#' Bonestroo January 21, 2008 Page 19 901 N 3rd St, Suite 120 Minneapolis, MN 55401 612.260-7980 www.elanlab.com December 16, 2014 Bill Turnblad Community Development Director City of Stillwater 216 Fourth Street North Stillwater, MN 55082 RICHLIND 13310 Boutwell Road, Stillwater, MN RE: Project Narrative Dear Mr. Turnblad: Attached is an application and plans for this proposed 10 lot subdivision of a parcel located north of Boutwell Road between Boutwell Place and Newberry Court in Stillwater Township, Minnesota. The 10 residential lots are served by a public street approximately 650 feet in length. The total parcel is 7.82 acres, with 1.18 acres of wetland, 0.85 acres of new and 0.38 acres of existing Boutwell Avenue right of way. This results in a gross density of 1.34 units per acre and a net density of 1.85 units per acre. The project is proposed to be developed as a standard subdivision with variances to address the wetland buffer requirements dictated by the Middle St. Croix Watershed Management Organization's (MSCWMO) rules. The justifications for these variances is addressed in more detail later in this narrative. Municipal utilities are available to serve the site from Boutwell Road and Eagle Ridge Trail. The sanitary sewer in Boutwell is too shallow to serve the entire site requiring a second pipe from Eagle Ridge Trail. Municipal water will be extended from Boutwell to the end of the cul-de-sac. Storm drainage is treated on -site with discharge from major events through a 12" pipe connecting to the storm sewer in Eagle Ridge Trail. The stormwater management system is discussed in detail in the stormwater narrative. All of the proposed lots meet the minimum area, width and depth requirements for the RA -One Family Residential Zoning District. Site Analysis & Planning 1 Civil Engineering 1 Landscape Architecture 1 Construction Services Existing Site Conditions The site is presently occupied by a single family home and one outbuilding. There is approximately 35 feet of overall relief on the property from a high point near the existing home to a low point in wetland #2. The east and west sides of the property slope to a ravine that runs through the center of the site. The majority of the site is wooded a mixture of large hardwood (oak, cherry, & ash) and softwoods (poplar, cottonwood, silver maple). The southwest corner of the site drains to a landlocked wetland that only overflows to the north under the periods of extreme precipitation. The southeast corner of the site drains to the east into a pond/wetland adjacent to Boutwell Place. The northern portion of the site drains to three wetlands, which overflow through a 12" PVC line to Eagle Ridge Trail. The Web Soil Survey indicates the prevalence of Ronneby fine sandy loam and Kingsley sandy loam, both hydrologic soil group (HSG) B. A copy of the soil map and a geotechnical report prepared by Element Materials Technology for the project, have been provided. The soil borings generally found topsoil underlain by silty sand (SM) in the upland areas and lean clay (CL) and clayey sand (SC) in the valley between the two hills. Groundwater was not encountered in any of the borings. There are four wetlands on the site that were delineated by Kjolhaug Environmental Services Company, Inc. and approved by a technical evaluation panel (TEP) in the fall of 2014. The largest wetland #2 met the criteria for "Maintain" classification resulting in the MSCWMO requirement for a 30 foot buffer. The other three wetlands met the criteria for "Preserve" resulting in the requirement for a 60 foot buffer. The MSCWMO rules do not allow for wetland buffer averaging. The City of Stillwater ordinances only require a 25 foot wetland buffer. Annexation / Zoning The site is presently located in Stillwater Township. Through the City's Orderly Annexation agreement with the Township it will be brought into the City of Stillwater as part of the platting process. The property is proposed to be zoned RA — One Family Residential to be consistent with the surrounding land uses. Street Alignment and Grades The development is proposed to be served by a single street, Richland Ranch, which connects to Boutwell Road just west of the existing driveway presently serving the property. The cul-de-sac is approximately 650 feet long. There are no practical ways to provide a through street connection. The proposed right of way is 50 feet wide, with a 55 foot radius in the cul-de-sac. The street is proposed to be 28 feet wide from gutter line to gutter line or 30 feet from back of curb to back of curb. Surmountable curb is proposed throughout the development. It is also proposed to construct a portion of the driveway serving Lot 7, as discussed in other sections of this narrative. The streets alignment was carefully chosen to minimize impacts to wetland buffers, while preserving the maximum buildable lot areas and avoiding any setback variances for the existing home. There is minimal slope on the street for the first 275 feet after which there are significant grade changes proposed to address the site's topography. The maximum proposed grade is 6%. e41110 e s i c x Page 1 of XX 12/18/2014 Lot Summary The proposed plat creates 10 lots and an Outlot, along with the proposed public right of way. The purpose of the Outlot is to legally convey to an adjacent property owner that portion of the site that they have been occupying for an extended period of time. The proposed property line for Outlot A follows the existing fence line. The 10 proposed lots all meet the requirements of the RA -One Family Residential Zoning District as indicated below. Lot Area (SF) Lot Width (Ft.) Lot Depth (Ft.) 1 16,351 86 190 2 17,496 96.9 190 3 28,697 190.7 130 4 10,000 75 130 5 10,000 77 130 6 56,842 82.3 350 7 82,489 200 200 8 17,695 113.6 203.6 9 23,943 95 203.6 10 21,966 192.4 183 Code 10,000 75' 100 Outlot A 1,791 Lot 1 is narrower than desired for a corner lot due to the proximity of the existing home on lot 2 which is intended to remain without setback variances. Lot 1 is buildable with careful attention to orientation. Lots 6 & 7 require home placement further back from the street than typical to minimize wetland buffer impacts as discussed in other sections of this narrative. The purpose for the atypical lot line between Lots 6 & 7 is to prevent isolated upland areas that are only accessible from the other lot. Proposed Homes The existing home with updates will remain on Lot 2. Covenants will be placed on all of the lots requiring a minimum of a 1200 square foot (SF) foundation and some stone/brick on the exterior. It is anticipated that many of the homes will be large enough (4,000 SF) to require fire suppression under the new building code. �7 Page 2 of 177 12/18/2014 Tree Preservation The existing trees were identified and located by Cornerstone Land Surveying. A total of 362 significant on -site trees were identified. In addition 5 off -site trees are located within the easement area between Eagle Ridge Trail and the plat boundary. These trees need to be removed to construct the sanitary sewer line needed to serve the project. Construction of the sanitary sewer will also disturb the existing storm sewer pipe that is located within this easement. The existing trees are shown and numbered on sheet L1.1. On sheet L1.2 we provide each tree's size, species and status (saved or removed). Of the 367 trees identified only 119 (32.4%) are proposed to be removed. An effort was made to preserve the largest highest quality trees possible. As a result only 24.7% by diameter are proposed to be removed — less than the 35% allowed without replacement. The tree preservation ordinance allows 50% tree canopy removal without replacement. The plans indicate 39% canopy removal. The Landscape Plan L2.1 provides boulevard trees to fill in some of the gaps created by site grading and home construction, along with replacement of the lost off site trees. The offsite trees are proposed to be replaced with larger than typical specimens (12' Black Hills Spruce and 4" Swamp White Oak). Utilities The site is proposed to be served by two sanitary sewer lines. The existing pipe in Boutwell Road North is insufficiently deep to serve the northern lots. The existing pipe in Eagle Ridge Trail is deep enough to serve the entire property but doing so would require additional depth to provide cover over the pipe at the low point in the street. By serving the site from both locations the depth is minimized and there is less pipe required. Regardless the sanitary sewer cost for this project will be significantly more than a typical 10 lot subdivision. An 8" watermain will be extended from Boutwell Road to the end of the cul-de-sac. Given the length of street and the limited number of homes, looping of the water system is not required. While the city standard is a 1-inch service line, it is proposed to provide 1-1/2" services to facilitate fire suppression systems. The storm sewer presently serving the property from Eagle Ridge Trail will be disturbed by the sanitary sewer extension and will need to be replaced. The stormwater management facilities are located in Lot 7. Storm sewer extends from those facilities through lot 7 to the cul-de-sac and then to the low point at station 4+13. The storm sewer system provides overflows for wetlands #1 & 4. The stormwater management facilities and wetlands #2 & 3 overflow through a new pipe connecting to the storm sewer in Eagle Ridge Trail. To enable maintenance of the stormwater management facilities and sanitary sewer line an access route is proposed across a portion of lot 7. A portion of the route would also serve as the driveway for the home and be paved during initial site construction. The balance is proposed to be constructed with a gravel base covered with topsoil and turf. This construction method will camouflage the access and allow some infiltration but provide sufficient support for maintenance vehicles. �7 Page 3 of 177 12/18/2014 Wetlands and Wetland Buffers There are four wetlands on the site as delineated by Kjolhaug Environmental. Kjolhaug also prepared a MN RAM assessment to determine the management level of the wetlands. The Middle St. Croix Watershed Management Organization (MSCWMO) rules call for a 30 foot wetland buffer for the largest wetland (#2) classified as Level B Maintain. The three remaining wetlands were classified as "A Preserve" requiring a 60 foot buffer. On top of these buffers MSCWMO requires a 20 foot building setback to the buffer. The City of Stillwater's ordinances require only a 25 foot buffer and no additional setback. Strict enforcement of the 60 foot buffer would make lot 1 unbuildable, the existing home on lot 2 non- conforming, lot 3 unbuildable, lot 6 marginally buildable, lot 7 inaccessible and lot 8 unbuildable. A variance is requested to allow buffer width averaging. MSCWMO rules specifically state that buffer averaging is not allowed. The two other watershed districts located within the City of Stillwater, Carnelian Marine St. Croix Watershed District and Browns Creek Watershed District allow buffer widths to be adjusted or averaged to provide the required area. With buffer averaging the designated buffer may be no less than half and no more than double the required buffer width. The Site Plan C2.1 shows the areas where the proposed buffer is less than required without averaging and areas where additional buffer or conservation areas are proposed to be provided. Overall the plan provides twice the buffer/conservation area than would be provided under strict interpretation of the watershed rules. It is proposed to place all of the wetlands and buffers along with the buffer mitigation in a conservation easement and to mark the easement with signage as shown in the plans. Sheet C2.1 also shows 919 SF of "wetland impact". However, no actual filling of wetlands is proposed. This impact, which is less than the 1000 SF de minimis allowed by the Wetland Conservation Act (WCA), is proposed for the sole purpose of moving the associated wetland buffer line. Sheet C2.1 also shows the proposed variance to allow a 10' side yard building setback to a buffer for lot 3. Variance Hardship There are two variances requested and they are actually to the MSCWMO rules and not to City Zoning Ordinance. Section 31-402 Subd. 11 establishes the City's requirements for wetland buffers including the required width of 25 feet — a condition that is met by the proposed project design. After meeting with City and MSCWMO staff it was determined that the City, as enforcement authority for the MSCWMO rules, needs to address the variances, before the MSCWMO Board. Per the City of Stillwater's website, The Planning Commission may grant a variance, but only when all a set of conditions are met. These conditions along with our comments on how they are met are listed below. Variance 1 — To allow wetland buffer width averaging. 1. The variance is in harmony with the general puiposes and intent of this chapter. Comment: The resulting minimum buffer width is greater than required by the City's Zoning Ordinance. Overall considerably more land is dedicated to conservation and wetland protection. Allowing buffer width averaging in this watershed is consistent with the rest of the City. �7 Page 4 of 177 12/18/2014 2. The variance is consistent with the comprehensive plan. Comment: The comprehensive plan stresses the preservation and protection of wetlands. The proposed variance to allow wetland buffer width averaging is consistent with the rules of other watershed organizations and preserves nearly twice the upland areas adjacent to the wetlands than would be preserved under strict application of MSCWMO rules. The land use component of the comprehensive plan goals include creation of "new, interesting, quality -designed neighborhoods that relate to their natural settings and surrounding developed areas." We believe that the proposed project meets this goal especially with the large percentage of the site included in conservation easements (58%). The comprehensive plan calls for an approximate density of 3 units per acre for Low Density Residential. Were it not for the wetlands and existing home the site could potentially support 20 homes. Without variances only 5-6 are possible and the development costs would exceed the value of the platted lots. A 10 lot subdivision at a gross density of 1.34 units per acre is less than but reasonably consistent with the density goals in the comprehensive plan. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. Practical dculties, " as use in connection with the granting of a variance, means that all of the follo2ving must be found to apply: • The proper owner proposes to use the land in a reasonable manner for a use permitted in the one where the land is located, but the proposal is not permitted by other official controls. Comment: The proposed subdivision meets all zoning and engineering standards of the City including lot size and density. The proposed buffer widths exceed the City ordinance requirements. Buffer width averaging is allowed in other watersheds. • The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner. Comment: The project site is an infill site surrounded by developed property. No provisions were made to serve the site from the adjacent properties in a manner that would be more sensitive to the wetlands and wetland buffers. The attached exhibit labeled Wetland Buffers and Setbacks shows the 4 wetlands, the MSCWMO required buffer and the MSCWMO building setback to the wetland buffer. In aggregate 16% of the site is encumbered by wetlands. After applying the buffers and setbacks only 40% is "buildable". Much of this "buildable" area is isolated and inaccessible and would be further reduced by front and rear yard setbacks and the right of way for a street to access the lots. The most significant encumbrance on development of the site is wetland #4, a long narrow wetland (25' x 90') at the bottom of the ravine. The total area of the wetland is 1,861 SF. With the required buffer and setback the impact on the site is 20 times greater, even more if you consider the unencumbered areas that it isolates. • The variance, ifgranted, will not alter the essential character of the locality. While development does not come without change, the character of this area, especially from the perspective of the surrounding area, will not be diminished. The resulting lot sizes meet the zoning ordinance, more trees are preserved than are required by the ordinance and the homes are clustered, preserving large areas of open space. �7 Page 5 of 177 12/18/2014 Variance 1 — to allow a 10' side yard building setback to a wetland buffer. 1. The variance is in harmony with the general puiposes and intent of this chapter. Comment: We surmise that the purpose of the building setback to the wetland buffer is to assure a "useable" yard area and reduce the likelihood that a future resident would mow or otherwise impact a wetland buffer area. As designers we agree with and support this concept. In the case of lot 3 the useable portion of the lot is the rear yard which meets all standards of the zoning ordinance. The side yard setback in the RA zone is 10 feet; enough to provide comfortable separation between homes, but not enough to provide a "useable" yard. By allowing a side yard setback of 10 feet to the wetland buffer we are in harmony with the general purpose and intent of the zoning ordinance and the MSCWMO rules. 2. The variance is consistent with the comprehensive plan. Comment: The comprehensive plan stresses the preservation and protection of wetlands. The proposed side yard setback variance will cause not direct harm to the wetland or wetland buffer since there is effectively the same separation between the home and boundary (in this case a buffer line rather than a lot line) as you would have in any other RA zoned lot. Without the variance the resulting building pad would be smaller creating a less than desirable home site. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. `Practical difficulties," as used in connection with the granting of a variance, means that all of the following must be found to apply: • The proper owner proposes to use the land in a reasonable manner for a use permitted in the one where the land is located, but the proposal is not permitted by other official controls. Comment: The proposed Lot 3 is 75 feet wide from lot line to proposed buffer line meeting the RA zoning standard. The proposed 10 foot setback to the buffer is the equivalent of the standard side yard setback. • The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner. Comment: see discussion above. • The variance, /granted, will not alter the essential character of the locality. Without this variance the buildable area of the lot will be smaller and potentially the new home's orientation and size will vary from the balance of the neighborhood. �7 Page 6 of 177 12/18/2014 Conclusion We believe that the proposed project is consistent with the City of Stillwater's Comprehensive Plan, Zoning Ordinance and Engineering Standards. The project has been designed to be sensitive to the site and preserves a significant portion of its natural features. While the site requires two variances from the MSCWMO rules. These variances will have minimal measurable impact on the wetlands. Without the variances development of the site is impractical due to the cost of municipal infrastructure versus the value of the finished lots. Please feel free to contact me should you have questions or need additional information, 612-260- 7982. Sincerely, �LGI� Steve Johnston, PE Principal Engineer Cc: Elan File #CLS14002 Thad Rich �7 Page 7 of 177 12/18/2014 // /// I I I I I / I / \\\ / 7- I N _ — 4_ N'N\ 1')\\w‘\\ • ` 1 f <S'\1 1 ST 1.WA=R \ i� _ g ♦v\ I• -?,A,\v v v 7 _ \ __932 / WETLAND III I �"- — — \� \ Az / °"#3 ♦ / -- — f—��o 1 F PE-R — \ 20 (♦ ��♦ f ♦`� 9jo yam— — I � WETLAND#4� �� ♦� OF` _ • 6 9p 7- 7 J I / ��—� \\\ —_--�/ / _ i / \ \ \\ _. ._ / / / \ 7 -- -- / / I / 93. \ \\ \ I / � /— / --930- _/ \ \9 ) \ \ \ \ \\ \ 2 3Z� / 7 xe""" \ \ J \\\ \\ / / / I I / / i / I / / / / `/ �\\\\\\ / —/{/ \\ // �/��/ I / I 1// /// / // \ // /// WETLAND / � 1 1 1 l 1 (I l _ / / / / / 1 \ \ \ \ — 932 ! 0/ ♦9I I A �v ` � �/\ \ — — ` / / ��/ / /94 4- / ( / / / I I I AREA SUMMARY • i / WETLAND AREA WETLAND 1 13,416 SQ.FT. WETLAND 2 34,294 SQ.FT. WETLAND 3 2,857 SQ.FT. WETLAND 4 1,861 SQ.FT. BUFFER PLUS WETLAND 40,900 SQ.FT. 63,500 SQ.FT. 21,700 SQ.FT. 25,100 SQ.FT. 20' SETBACK PLUS WETLAND & BUFFER 51,100 SQ.FT. 79,900 SQ.FT, 28,000 SQ.FT. 36,600 SQ.FT. TOTAL 52,428 SQ.FT. 16.2% OF TOTAL SITE AREA 151,200 SQ.FT, 47% OF TOTAL SITE AREA 195,600 SQ.FT. 60% OF TOTAL SITE AREA °� 17- / 6\ 80 • / 160 ISCALE IN FEET / / / /, \�y // / / / /4 / / / / / \ II I / 1 I I I L/) co 1- w V) 06 cc z7L w co LJ u- z a 1- w O N 0 w www.elanlab.com Civil Engineering I Landscape Architecture 1 Construction Services OWNER/ DEVELOPER 0 NOT TO SCALE RICHLIND STILLWATER - MINNESOTA PRELIMINARY PLAT SUBMITTAL DECEMBER 18, 2014 LOCATION MAP 80TH ST N DELLWOOD RD 96 MCKUSICK RD N 15 75TH ST N z MANNING AVE 12 Q_ w z SITE 6 OLIVE ST W N IS SN3M0 STILLWATER M YSTLEST_ j ! — GREELEY ST O USGS MAP PROJECT CONTACTS OWNER/ DEVELOPER 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 THAD RICH T (612) 770-7653 CIVIL ENGINEER ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 STEVE JOHNSTON, PE T (612) 260-7982 F (612) 260-7990 LANDSCAPE ARCHITECT ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 PILAR SARAITHONG, RLA T (612) 260-7980 F (612) 260-7990 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 DAN THURMES, LS T (651) 275-8969 F (651) 275-8976 ECONOMIC DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 BILL TURNBLAD T (651) 430-8821 F (651) 430-8810 CITY ENGINEER/ DIRECTOR OF PUBLIC WORKS CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 SHAWN SANDERS, PE T (651) 430-8830 F (651) 430-8810 WATERSHED DISTRICT MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 455 HAYWARD AVE. N OAKDALE MN, 55128 MIKE ISENSEE T (651) 330-8220 F (651) 330-7747 ELECTRIC XCEL ENERGY T (651) 779-3169 TELEPHONE QWEST FIELD ENGINEER T (651) 714-7529 NATURAL GAS XCEL ENERGY T (651) 779-3506 LEGAL DISCRIPTION (AS PROVIDED BY THE OWNER) All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right —of— way of the Minneapolis —St. Paul and Suburban Railway Co.; thence Southeasterly along said right—of—way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. SURVEY NOTES 1. BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM. NAD 1983 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONSOR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN UNDERGROUND UTILITY NOTES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. WETLAND NOTES 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014. TREE SURVEY NOTES THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 DESIGN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com NOT TO SCALE 1. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNERSTONE LAND SURVEYING. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. PROJECT NO. CLS14002 f I: / / o0o ,O 0 / / / / / / r T 8"VCP • SAN NH tPIM=905.G1 INV=6°17.4 yi 0 STS MH 910- RIN=9061.2 NV=906.5 FOUND,/2 INCH IRON PIPE MARKED ---�� RLS 9232 6 /b / /�C) / / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 \ WETLAND #2 AREA = 34,472 SQ.FT. EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) 12"PVC INV=207.4 APO 7 WETLAND #3 AREA = 2,857 SQ.FT. All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. SHED\ FOUND 1/2 INCH IRON PIPE MARKED r--RLS 9232 809.97 S00°02'52 "E SYMBOLS: GM x x MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1/2" IRON PIPE o DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 460 0 6 r' LINE PARALLEL WITH THE WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 7 7 7 N00°02'52"rW 937.91 WETLAND #4 - q14 AREA = 1,861 SQ.FT. \ - WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 20, T30 SCALE IN FEET • CATCH BASIN HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 92,7 NORTH SURVEY NOTES: WETLAND #1 922 I BENCH MARK #2 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. AREAS: EXISTING TOTAL AREA = 340,813 SQ. FT./7.82 ACRES IMPLIED 33' BOUTVVELL ROAD N. RIGHT OF WAY = 16,388 SQ.FT. / 0.38 ACRES FLOOR o SAN NH INV=q20.0( LAN) 7 7 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. r GI 14 / / / zr -I BENCH MARK #1 WETLAND NOTES: 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: WASHINGTON, COUNTY VICINTIY MAP MARYKNOLL DR. DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 REVISED CERTIFICATION: o I hereby certify that this plan was prepared by me, or under my direct supervision, and that 1 am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. Daniel L. Thurmes Registration No: 25718 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 EXISTING CONDITIONS C 1 . cr / \ r co 0 CV 9/6- 8"VCP • SAN MH C IM=g08.9 INV=897.4 yi — / STS MH P1O� RIN=90q.2 NV=906.5 6 1 FOUND 2 INCH IRON PIP MARKED RLS 9232 / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 , Tag Number Tree Species DBH Notes 1 701 Silver Maple 36 1 702 Silver Maple 22 1 703 Silver Maple 34 1 704 Silver Maple 43 1 705 Silver Maple 39 1 706 Paper Birch 11 1 707 Silver Maple 24 1708 Cottonwood 23 1 709 Scotch Pine 25' 1710 Poplar 25 1 71 1 Silver Maple 27 1712 Ash 7 1713 Poplar 22 1714 Ash 8 1715 Pine 15' 1 716 Sugar Maple 9 1717 Sugar Maple 13 1718 Ash 9 1719 Ash 9 1720 Pine 25' 1721 Pine 25' 1 722 Mountain Ash 14Multi Stem 1723 Cottonwood 63 1724 Cottonwood 46 1725 Cottonwood 31 1726 Cherry 18 1 727 Cherry 12Multi Stem 1 728 Cherry 14Multi Stem 1 729 White Oak 17 1 730 White Oak 25 1 731 White Oak 24 1732 Poplar 11 1733 Poplar 10 1734 Poplar 12 1735 Poplar 10 1736 Poplar 9 1737 Poplar 9 1738 Poplar 8 1739 Poplar 7 1740 Poplar 8 1741 Poplar 9 I 1 742 Paper Birch 31 1743 Poplar 8 1744 Poplar 27 1745 Poplar 7 1746 Poplar 7 1747 Cherry 13 1 748 Paper Birch 12Multi Stem 1 749 Paper Birch 12Multi Stem 1 750 Paper Birch 8 1 751 Paper Birch 13 1 752 Paper Birch 12 1753 Ash 9 1754 Ash 9 1755 Ash 10 1756 Cherry 14 1757 Poplar 31 1758 Poplar 17 1759 Poplar 6 1760 Poplar 17 1761 Poplar 17 1762 Poplar 10 1763 Ash 8 1 764 Paper Birch 14Multi Stem 1765 Ash 8 1766 Poplar 16 1767 Poplar 11 1768 Poplar 12 1769 Poplar 11 1770 Poplar 14 1771 Poplar 11 1772 Poplar 11 1773 Oak 13 1774 Oak 14 1775 Ash 11 1776 Poplar 16 1777 Basswood 49 1778 Poplar 12 1 779 Paper Birch 11 1 780 Paper Birch 24Multi Stem 1781 Cherry 6 1 782 Paper Birch 12 1 783 Silver Maple 30 xo 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 1806 1807 1808 1809 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1824 1825 WETLAND #3 AREA = 2,857 SQ.FT. ( Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch White Oak Paper Birch White Oak White Oak White Oak 20 10 10 12Multi Stem 39Multi Stem 33Multi Stem 19 39 30 17 11 White Oak 11 White Oak 33 White Oak 16 White Oak 12 Poplar 14 White Oak 17 Poplar 10 Poplar 11 Paper Birch 15 Paper Birch 12 Poplar 15 Paper Birch 14 Ash 11 Paper Birch 16Multi Stem Silver Maple 23 Paper Birch 29Multi Stem Paper Birch 11 Paper Birch White Oak Paper Birch Paper Birch White Oak Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar 12 24 15 10 12 11 11 11 10 10 10 12 15 14 rn 7 1826 White Oak 11 1827 Poplar 17 1828 Poplar 12 1829 Poplar 12 1830 Poplar 14 1831 Poplar 11 1832 Poplar 10 1833 Poplar 15 1834 Poplar 11 1835 Poplar 6 1836 Poplar 7 1837 Poplar 7 1838 Poplar 10 1839 lost 1840 Poplar 12 1841 Poplar 10 1842 Poplar 10 1843 Poplar 11 1844 Poplar 12 1845 Poplar 14 1846 Poplar 10 1847 Poplar 13 1848 Poplar 8 1849 Oak 8 1850 Poplar 11 1851 Poplar 13 1852 Poplar 12 1853 Poplar 10 1854 Poplar 12 1855 Poplar 13 1856 Poplar 11 1857 Poplar 9 1858 Poplar 14 1859 Poplar 9 1860 Poplar 9 1861 Poplar 10 1862 Cherry 6 1863 Poplar 8 1864 Poplar 16 1865 White Oak 55 1866 Pin Oak 10 1867 Red Oak 39 A� FOUND 1/2 INCH IRON PIPE MARKED LS 9232 809.97 S00°02'52 "E Cr- / • r' L/ 1868 Red Oak 7 1869 Poplar 10 1870 Poplar 13 1871 Poplar 10 1872 Poplar 13 1873 Poplar 11 1874 Poplar 10 1875 Poplar 14 1876 Poplar 12 1877 Poplar 12 1878 Poplar 14 1879 Cherry 13 1880 Red Oak 15 1881 Bur Oak 21 1882 Bur Oak 22 1883 Bur Oak 16 1884 Bur Oak 10 1885 Bur Oak 10 1886 Bur Oak 9 1887 Bur Oak 8 1888 Cherry 8 1889 Poplar 14 1890 Poplar 11 1891 Poplar 12 1892 Poplar 15 1893 Poplar 9 1894 Poplar 14 1895 Oak 16 1896 Poplar 12 1897 Poplar 8 1898 Scotch Pine 20' 1899 Spruce 20' 1900 Spruce 20' 1901 Pine 20' 3401 Bur Oak 8 3402 Bur Oak 18 3403 Bur Oak 8 3404 Cherry 18 3405 Bur Oak 13 3406 Bur Oak 6 3407 Poplar 11 3408 Poplar 11 o. cio 6 r/ r' r' ONE PARALLEL WITH THE ' WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 \ WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 22, T30 r— / /- - • r \ I — 3409 Red Oak 12 3410 Poplar 10 3411 Poplar 10 3412 Poplar 13 3413 Poplar 11 3414 Silver Maple 24Multi Stem 3415 Silver Maple 25Multi Stem 3416 Poplar 18 3417 Red Oak 10 3418 Ash 10 3419 Red Oak 16 3420 Ash 18 3421 Ash 12 3422 Pine 13 3423 Poplar 10 3424 Poplar 12 3425 Poplar 6 3426 Poplar 9 3427 Poplar 12 3428 Poplar 11 3429 Poplar 13 3430 Poplar 11 3431 Poplar 10 3432 Poplar 11 3433 Poplar 12 3434 Poplar 12 3435 Poplar 14 3436 Poplar 14 3437 Poplar 15 3438 Poplar 12 3439 Poplar 11 3440 Bur Oak 36 3441 Poplar 12 3442 Poplar 13 3443 Poplar 9 3444 Poplar 13 3445 Poplar 12 3446 Poplar 12 3447 Poplar 11 3448 Poplar 11 3449 Poplar 10 3450 Bur Oak 6 3451 3452 3453 3454 3455 3456 3457 3458 3459 3460 3461 3462 3463 3464 3465 3466 3467 3468 3469 3470 3471 3472 3473 3474 3475 3476 3477 3478 3479 3480 3481 3482 3483 3484 3485 3486 3487 3488 3489 3490 3491 7 Poplar 10 Poplar 12 Poplar 10 Poplar 12 Poplar 10 Poplar 11 Poplar 11 Poplar 11 Poplar 13 Poplar 14 Poplar 9 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 11 Poplar 6 Poplar 7 Poplar 8 Poplar 8 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 7 Poplar 8 Poplar 9 Poplar 9 Poplar 9 Poplar 9 Poplar 8 White Oak 34 Ash 27 Poplar 12 White Oak 13 Poplar 8 Poplar 6 Poplar 10 White Oak 34 Poplar 10 Cherry 10 924 926 922 r 1 BENCH MARK #2 I TNH ELEV = 933.48 I'��/ L / / / 3492 White Oak 13 3493 Paper Birch 9 3494 Oak 19 3495 Poplar 10 3496 Red Oak 26 3497 Boxelder 37 3498 Poplar 9 3499 Poplar 7 3500 Poplar 9 601 Boxelder 36Multi Stem 602 Bur Oak 17 603 Poplar 10 604 Poplar 9 605 Poplar 9 606 Cherry 12 607 Red Oak 18 608 Poplar 8 609 Poplar 9 610 Poplar 6 611 Poplar 7 612 Poplar 9 613 Poplar 8 614 Poplar 8 615 Poplar 9 616 Poplar 8 617 Poplar 9 618 Poplar 7 619 Red Oak 19 620 Silver Maple 22 621 Silver Maple 52Multi Stem 622 Silver Maple 60Multi Stem 623 Silver Maple 46Multi Stem 624 Silver Maple 31 Multi Stem 625 Silver Maple 70Multi Stem 626 Silver Maple 30Multi Stem 627 Silver Maple 24Multi Stem 628 Silver Maple 20 629 Poplar 7 630 Poplar 9 631 Poplar 10 632 Poplar 10 633 Poplar 10 J / / / / q24 / SAN MH /-RIM=930.4 INV=920.0('LAN) 634 Poplar 10 635 Poplar 10 636 Poplar 9 637 Poplar 10 638 b 28Multi Stem 639 Red Oak 16 640 Red Oak 18 641 Pine 35' 642 Cherry 15 643 Silver Maple 20Multi Stem 644 Pine 25' 645 Spruce 25' 646 Cottonwood 23 647 Spruce 25' 648 Spruce 25' 649 Spruce 25' 650 Spruce 25' 651 Spruce 25' 652 Amur Cherry 25Multi Stem 653 Red Oak 30 654 Red Oak 30 655 Spruce 20' 656 Spruce 30' 657 White Oak 30' 658 Spruce 25' "Trees not tagged Pt # Tree ID DBH/ht 3069 Oak 10 1662 Oak 30 3070 Spruce 12" 1392 Oak 12 3057 Pine 14" C7 77 7 o DEMOTES TREE TAG NUMBER 9/g / / / 0\16 14 q12 I A A ; r r /r A L 1 I --SAN MH RIM=930.6 INV=917.5(PLAN) I `--y BENCH MARK #I TNH ELEV = 933.99 SCALE IN FEET #601 • 1,— DENOTES TREE LOCATION # 17 12 NORTH r� I r' I 7 / DENOTES QUALIFYING TREE AS LOCATED BY CORNERSTONE LAND SURVEYING AS SPECIFIED BY THE CITY OF STILLWATER TREE ORDINANCE. ANY DECIDUOUS TREE GREATER THAN 6" DBH. COTTONWOOD, Silver MAPLE & BOXELDER BEING 20" DBH. EXCLUDING BUCKTHORN AND ROCKELM. aLL CONIFEROUS TREES BEING GREAT THAN 10 FEET IN HEIGHT. 930 6 / SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: CITY OF ST 1 L LWAT E R WASHINGTON, COUNTY VICINTIY MAP MARYKNOLL DR. DATE REVISION 9-8-14 PRELIMINARY 12-12-14 REVISED CERTIFICATION: I hereby certify that this plan 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. Daniel L. Thurmes Regis ration No: 25718 Date: 9-8-14 PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANID SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 TREE SURVEY C1.1.2 1 / OUTLOT RATE CONTROL O POND ~• fr WETLAND 2 MANAGEMENT LEVEL B MAINTAIN WETLAND & BUFFER SUMMARY / / X WETLAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) ----- 4ACCESSEASEMENT ----: _ _ AND C�^ o- -o INFILTRATION 4 BASIN ---------' i 30' / �'' MAN• WETLAND 4 MANAGEMENT LEVEL A MIN. / ' O PRESERVE (MANAGE 1) 11d / 20' AREA IMPACT BALANCE WETLAND 1 WETLAND 2 WETLAND 3 WETLAND 4 13,416 SF. 0.31 AC. 34,294 SF. 0.79 AC. 2,857 SF. 0.06 AC. 1,861 SF. 0.04 AC. 83 SF. 0 AC. 455 SF. 0.01 AC. - 381 SF. 0.01 AC. 13,333 SF. 0.31 AC. 33,839 SF. 0.78 AC. 2,857 SF. 0.06 AC. 1,480 SF. 0.03 AC. TOTAL 52,428 SF. 1.20 AC. 919 SF. 0.02 AC. 51,509 SF. 1.18 AC. AREA REDUCTION ADDITION BALANCE BUFFER 1 27,484 SF. 7,287 SF. 658 SF. 20,855 SF. 0.63 AC. 0.17 AC. 0.02 AC. 0.48 AC. BUFFER 2 29,186 SF. _ 20,465 SF. 49,651 SF. 0.67 AC. 0.47 AC. 1.14 AC. BUFFER 3 18,808 SF. 2,450 SF. 4,650 SF. 21,008 SF. 0.43 AC. 0.06 AC. 0.11 AC. 0.48 AC. BUFFER 4 23,281 SF. 6,291 SF. 5,785 SF. 22,775 SF. 0.53 AC. 0.14 AC. 0.13 AC. 0.52 AC. TOTAL 98,759 SF. 16,028 SF. 31,558 SF. 114,289 SF. 2.26 AC. 0.37 AC. 0.73 AC. 2.62 AC. 10' SETBACK / VARIANCE / LOT SUMMARY LOT LOT AREA LOT WIDTH AT SETBACK LOT DEPTH LOT 1 16,351 SF. 0.38 AC. 86' 190' LOT 2 17,496 SF. 0.40 AC. 96.9' 190' LOT 3 28,697 SF. 0.66 AC. 190.7' 130' LOT 4 10,000 SF. 0.23 AC. 76.9' 130' LOT 5 10,000 SF. 0.23 AC. 75' 130' LOT 6 56,842 SF. 1.31 AC. 79.3' 350.6' LOT 7 82,489 SF. 1.89 AC. 200' 200' LOT 8 17,695 SF. 0.41 AC. 113.6' 203.6' LOT 9 23,943 SF. 0.55 AC. 95' 203.6' LOT 10 21,966 SF. 0.50 AC. 192.4' 182.8' OUTLOT A 1,791 SF. 0.04 AC. RIGHT-OF-WAY 37,183 SF. 0.85 AC. TOTAL 324,453 SF. 7.44 AC. WETLAND 1 MANAGEMENT LEVEL A PRESERVE / / / / / / / / / PROJECT SUMMARY / / / / / / TOTAL AREA 33' BOUTWELL RD ROW GROSS AREA REMAINING WETLAND AREA NEW RIGHT-OF-WAY NET AREA 340,841 SF. 7.82 AC. 16,388 SF. 0.38 AC. 324,453 SF. 7.44 AC. 51,509 SF. 1.18 AC. 37,183 SF. 0.85 AC. 235,761 SF. 5.41 AC. TOTAL LOTS GROSS DENSITY NET DENSITY 10 LOTS 1.34 UNIT/AC. 1.85 UNIT/AC. ZONING : RA - ONE FAMILY RESIDENTIAL BUILDING SETBACKS MINIMUM LOT STANDARD FRONT 30' SIDE 10' REAR 25' LOT AREA 10,000 SF. LOT WIDTH 75 FEET LOT DEPTH 100 FEET / / / / / / / / / / SITE PLAN NOTES / / / 7 / / / / / / / / / / / / 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. NO ACTUAL WETLAND IMPACT ARE PROPOSED. IMPACT INDICATED FOR PURPOSE OF MOVING WETLAND BUFFER LINE. LEGEND k\\ WETLAND IMPACT 919 SF. (LESS THAN 1,000 SF. DE MINIMIS ALLOWED BY WCA) REDUCED BUFFER 16,028 SF. BUFFER MITIGATION (PRESERVED OPEN SPACE) 31,559 SF. BUILDABLE LOT AREA OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�e1 mee der the Taws ‘A th1state A. Go s"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 12/18/14 SHEET C201CLS02.DWG SITE PLAN & WETLAND PLAN C2.1 40 120 SCALE IN FEET PROJECT NO. CLS14002 • / -. \ ...... .......� i 7 / / i MOVE A D PAVEM TO ON TILITIES. PAT / / • -RE ACE CT EXI H STRE FULL SAN MN 12"SPRUCE URB TING STS MH AL \ #189 / 1184 #1847 1837 #18 #1836 1841 #1829 REM_OVE AND AS NEEDED T CONSTRUC R OVE ST REMOVE STORM SEWER #1828 1 861 1853 185 1850 INV=907.4 #1827 1859 #1858 57 #1823 WETLAND #2 TYPE 1/3 WETLAND AREA = 34,472 SQ.FT. Aik AL 65 REP Cr DRIVEWAY ONSTRUCT TO EW UTILITY #1869 1867 1760 #1762 #1761 WETLAND #3 TYPE 1 WETLAND AREA = 2,857 SQ.FT. #1871 AIL #1870 1872 #1873 #1875 / #1877 41881 #1886 #1880 #3402 Oltr #1876 1879 #1765 #3416 #34Q6 408 1766 #1768 #1769 775 4 / #1813 #3411 #3414 343 437 #3443 #3441 3418 co ‘910- #1755 #1754 SB#3 1 11 \ \ #34 #3446 ,:csl.3:4:;.7 , " • 'R- i , , „ _7, #3428 / / / / 1778 #1780-- TYPE 1 WETLAND WETLAND #4 90 #3491 475 #3474 / cV 3470 LEGEND • 1745 #174- - 7:8:#1:7-342 - ., 92,5 /4- REMOVE AND METER #1785 #1786 #1787 #1789 #1788 / #1794 #606 #607 #3492 #3493 3466 / "N \ --- / / K _ ,,.. , ... . _ _______ _ __ __ ___ . , /1 , . ,,.. ,,, \ /, / i -----__/..„,) \iii0-1 • REMOVE SHED REMOVE ELEC POLE/ \ REMOVE IT MINOUS1/4 )NEW RIGI-IT—OF—WA' / ---- #1791 i RNEEMWO \VR\I \ *EiwALL\or.,_WIWTHAyIN • #1723 5 #654 REMOVE WALK ABANDON WELL 602 #1793 2 / / / / #623 #622 / cv EXISTING 0 GM • • MANHOLE CULVERT GAS METER FENCE CONCRETE CATCH BASIN HYDRANT SIGN PROPOSED OR REMOVE BITUMINOUS REMOVE GRAVEL REMOVE STRUCTURE to WATER VALVE UTILITY POLE 8 LIGHT POLE TELE/ELEC BOX Gil GAS VALVE OVERHEAD WIRES ® WELL • DENOTES FOUND 1/2" IRON PIPE 0 DENOTES SET 1/2" IRONPIPE MARKED RLS 25718 #XX EXISTING TREE TO BE SAVED #XX REMOVE TREE WETLAND #1 TYPE 1 WETLAND AREA = 13,415 SQ.FT. DEMOLITION NOTES / #1705-- #1713 • #1710 #1 ill 930 #647 REMOVE GRAVEL DRIVE PROTEcT EXISTING WALK PROTECT EXISTING HY RANT PROTECT EXISTING POLE REMOVE 44 LEI co REMOVE CURB & GUTTER BITUMINOUS PATH SB#7 1. ALL REQUIRED PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. CONTRACTOR TO PROVIDE PRE —DEMOLITION REGULATED WASTE INVENTORY. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF —SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 3. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE PRIOR TO COMMENCEMENT OF WORK. 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON —SITE. REMOVE EXISTING MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR TO PERFORM PREDEMOLITION HAZARDOUS MATERIALS INVENTORY BEFORE BUILDING DEMOLITION. 5. PROTECT ALL STRUCTURES NOT LABELED FOR DEMOLITION FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. REPAIR ANY DAMAGED STRUCTURES THAT ARE TO REMAIN TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 6. BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 7. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 8. COORDINATE ALL UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS. #646 - • INV=917.5(PLAN) REMOVE AND REPLACE CURB AND PAVEMENT /AS REQUIRED TO CONNECT EXISTING UTILITIES. PATCH STREET TO FULL WIDTH. NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.2 C3.3 C5.1 L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN p 612.260.7980 f 612.260.7990 www.elanlab.com I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tr a duly Licensed Pro640 . inee er 0 Ck CP Stephen M. Johnston DATE REGISTRATION NO. 18914 12/18/14 SHEET C102CLS02.DWG DEMOLITION PLAN C1.2 PROJECT NO. Know what's Call befobreelyoowu SCALE IN FEET OUTSIDE MH WALL TO FLAT BAR = 1" —PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CHIPS 4' 1 /4"X 1" FLAT BAR (ROLLED TO PROVIDE OUTTER RING) 1-1/4" ELEVATION 9" L #5 SMOOTH BAR @ 4"O.C. EACH WAY (PROVIDE 3-1/4" X 3-1/4" OPENING) HOT —DIPPED GALVANIZED GRATE IN 2 SECTIONS HINGED TOGETHER WITH HINGE SYSTEM AS APPROVED BY THE ENGINEER PRECAST CONCRETE MANHOLE SECTIONS 12"-6" PVC GROUTED INSIDE OF 12" RCP PIPE PLAN SPLIT GRATE CONTROL STRUCTURE (TYPE CS) T/C 910.2 PRECAST CONCRETE BASE SLAB NO SCALE CURB RETURN 6'-6" UNLESS OTHERWISE NOTED 5'-0" NEENAH R-3067 5'-0" ® 7 OR EQUAL r O 1 0 O TAPER CONC. CURB & GUTTER TO MATCH CASTING. 1/2" EXPANSION JOINT L GUTTER 3'-0" PLAN 2—#4x 5'-0" LONG 1/2" EXPANSION JOINT CASTING ►I— 3'—O" l ° ° SECTION CATCH BASIN INSTALLATION FOR D-412 AND D-418 C&G (WITH B-618 CURB RETURNS) TOP OF CURB 1 4" THE BIRTHPLACE OF MINNESOTA CATCH BASIN DETAIL CBTDL10 DRWG NO. 20 (5) CATCH BASIN INSTALLATION NO SCALE A SEE MNDOT STANDARD PLATE 3133C FOR DEPTH AND VOLUME OF RIPRAP REQ'D. ALSO DEPTH AND VOLUME 1' OF FILTER BLANKET IF REQUIRED. 'r GEOTEXTILE FILTER MATERIAL CAN BE USED IN LIEU OF FILTER BLANKET IF SPECIFIED. B 4 SEC. A -A 5 X DIAMETER OR SPAN PLAN SEC. B-B RIPRAP — SEE SPECS. SLOPE VARIES RIPRAP AT R.C.P. APRONS Ullllwarte THE BIRTHPLACE OF MINNESOTA APRON DETAIL APDTL2 DRWG NO. 18 PLAN FINISHED GRADE RUBBER GASKETS — ALL JOINTS PRECAST OR FIELD POURED INVERT w * INSTALL EXTERNAL SEALING SYSTEM MANUFACTURED BY INFI—SHIELD. DISTRIBUTED BY ESS BROS. & SONS INC. NEENAH CASTING R-1733 OR EQUAL. 4'-0" STEPS —SEE SPECS. 2-4 2"THICK ADJUSTING RINGS W/MORTAR JOINTS. PLASTER OUTSIDE, STRIKE INSIDE CLEAN. ECCENTRIC PRE —CAST CONE SECTION 6" 5"MIN. R.C.P. BARREL SECTION 8" POURED I 6'-0" 6" PRECAST SECTION SANITARY MANHOLE ECCENTRIC. THE BIRTHPLACE OF MINNESOTA SANITARY IvANHOLE DETAIL SAVHDTL2 DRWG NO. 2 SANITARY MANHOLE NO SCALE 10' BEYOND PROP. LINE w 0 z 0 1 0 0 -J MARK SERVICE 0 L1.1 CO J X 1- 3 RISER WHEN REQUIRED. PLUG WATERTIGHT SEE RISER DETAIL. -J J CC 1- w 0 w rn 0 J 0 1- z w 0 .Lel3d021d 3A213S Ol '0,032I SV H1d30 i 1/4" FALL PER FOOT z w 1- 0 z SEE SPECS. FOR TYPE OF MAIN SEWER SERVICE MATERIALS. SANITARY 411Mater THE BIRTHPLACE OF MINNESOTA SEWER DETAIL SEWDTL4 DRWG NO. 9 PROPERTY LINE - SEE SPECS. )- CO HYDRANT —SEE SPECS. FINISHED GRADE STANDPIPE MINIMUM 2 LAYERS TAR PAPER OR POLYETHYLENE 1 CU. YD. CRUSHED ROCK 1I CONCRETE THRUST BLOCK AND BASE CURB & GUTTER GATE VALVE BOX TEE 6" GATE VALVE OPEN RIGHT \--CONCRETE BLOCK 6 D.I.P. WATERMAIN SIZE VARIES 3/4" TIE RODS (GALVANIZED) HYDRANT (& GATE VALVE) INSTALLATION 1\vater THE BIRTHPLACE OF MINNESOTA HYDRANT DETAIL HYDTL1 DRWG NO. 11m (1) HYDRANT & GATE VALVE NO SCALE MARK SERVICE LOCATION AND END OF PIPE WITH 4" X 4" LUMBER. EXTEND CURB BOX TO LOT GRADE CURB BOX CURB STOP Li 10 ft. BEYOND PROPERTY LINE PROP. LINE NOTES: STREET WATERMAIN (LOC. VARIES) CORPORATION STOP COPPER WATER SERVICE WITH HORIZONTAL LOOPS TO PROVIDE FOR SETTLEMENT 1. SEE SPECS FOR SIZE & TYPE OF MATERIALS. 2. MAINTAIN 18" VERTICAL & 24" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICE LINES. WATER SERVICE CONNECTION **** EXCEPT FOR LOT 7 — EXTEND AS SHOWN ON PLANS. 41°Wer THE BIRTHPLACE OF MINNESOTA WATERVAIN DETAIL WSVDTL1 DRWG NO. 14 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 C4.2 C5.1 UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�el Inee . er the laws ‘Ath tate A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 12/18/14 SHEET C402CLS02.DWG UTILITY DETAILS C4.2 6 RIPRAP AT CONCRETE APRON NO SCALE SANITARY SEWER SERVICE NO SCALE 2 WATER SERVICE CONNECTION NO SCALE PROJECT NO. CLS14002 REMOVE MANH ONN€QT TO EXIS >" TH FERNGO CONNECTOR IN ALL8"PCASRLUR NEW MANHOLE LOC ERNCO IN MANHOLE/ 1 / / / 8"VCP LE. VCP AND-- D TO TION. - RETE. SAN MH RIM=908.9 INV=897.4'-`yi -MH4 T/C 908.9 _ INV 897 55_ INV 899.5 2 INSIDE DR0P 105'-8"PVC ® 0.95% 12' \ STS MH / �s RIM=909.2-' INV=906.5 \ ,Z SAN MH5 T/C 908.5 \ INV 900.5 / INV 900.6 RIPR P AT CONCRETE APRON (TYP) /FES E INV 907.4 SPLIT GRATE CONTROL STRUCTURE SITE DISCHARGE POND NWL 907.4 HWL 907.5 (2 YR) HWL 907.8 (10 YR) HWL 908.5 (100 YR) AL OCS 7 T/C 910.2 INV 907.5 24'-12"RCP ® -6.25% RATE CONTROL POND BOTTOM 906.0 (DRY) OUTLET 907.5 HWL 9,07.45 (2 YR) HWL 908.2 (10 YR) HWL 910.2 (100 YR) cP`c \�- i PATCH ET TO MATCH EXISTING SECTION REMOVE EXISTING MAN BIJILB NEW MANHOLE --STMH8 T/C 909.2 INV 906.E 86'-12"RCP 0•.93% 2' AL WETLAND"" 2 HWL 906.4 (2 YR) HWL 907.0 (10 YR) HWL 908.1 (100 YR) OUTL FES F INV 907.3 14'-12"RC ® 0.63% FES D INV 906.0 117'-8"PVC ® 1.62% AL TA •2 WETLAND 3 HWL i09.9 (2 YF HWL 910.1 (10 YR) HWL 910.3 (100 YR) /SAN MH6 T/C 910.5 INV 902.5 INV 902.6 AL op_ 13 3! H / 00 rn� (71 7 8"SAN FES C INV 910.0 6 CY RIPRAP FOREBAY AND INFILTRATION BASIN BOTTOM 908.0 HWL 909.9 (2 YR) HWLA'910.1 (10 YR) It INV 911.13 (18") HWL 910.3 (100 YR)/ CBMH T/C 916.83 INV 911.91 AL 37'-18"HDPEP Ili 0.4% GATE VALVE/ 6 913.0 S-FBWO 913.0 921.0 922.5 BEND 114 107 WATER SERVICE CONNECTION (TYP) SAN MH7 T/C 906.68 INV 906.78 24'-12"RCP FES B 129'-8"PV 925.5 S-FBLO 7 7 WETLAND 4 HWL 913.5 (2 YR) HWL 913.9 (10 YR) HWL 914.6 (100 YR) WITH FILTER SOCK T/C 918.9 \ 181'-12"HDPEP INV 912.06 (18") SAN MH8 T/C 919.7 V 907.4 I 907.5 SANITARY SEWER SERVICE (TYP) 928.0 FB 7 7 9 8"-22.5d BEND STMH 3 T/C 926.1 INV 918.80 67'-8"DIP 930.0 S-FBLO 94'-8"PVC © 0.4% 105'-8"DIP 8"-22.5d BEND CBMH2 T/C 924.91 INV 920.51 SANI TA MANHOL 28.5'-12"HDPEP SAN MH9 T/C 926.28 INV 918.0 WITH FIL SOCK INV 921.51 FES A INV ,223.0 CATCH BASIN INSTALLATION (TYP.) WETLAND 1 HWL 920.1 (2 YR) HWL 920.4 (10 YR) HWL 921.1 (100 YR) STORM SEWER STRUCTURES SAN MH STRUCTURE DIAMENSION CASTING BUILD CBMH 2 48" R-3067 4.40 STMH 3 48" R-1642 6.44 STMH 4 48" R-1642 4.92 CBMH 5 48" R-3067 4.87 STMH 6 48" R-1642 4.87 OCS 7 48" SPLIT GRATE 2.70 STMH 8 48" R-1642 2.70 8"-22.5d BEND SAN MH2 T/C 931.27 INV 918.77 INV 918.87 ef .‘A`c\-\" 200'-8"DIP UTILITY NOTES MH RIM=930.6 INV=917.5(PLAN) SAN MH1 T/C INV BUILD MANHOLE OVER EXISTING 8" PVC SANITARY MAIN T/C 931.8 INV 917.96 PATCH STREET TO MATCH EXISTING SECTION 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. MAINTAIN MINIMUM 7.5' COVER ON ALL NEW WATERMAIN. 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF FLARED END SECTION. 5. PIPE MATERIALS: WATERMAIN WATER SERVICES SANITARY SANITARY SERVICES STORM SEWER CL 52 DIP WITH POLYWRAP 1-1/2" COPPER, TYPE K PVC SDR 35 PVC SDR 26 RCP AND HDPEP 6. HYDRANTS SHALL BE THE PACER 100 WITH A 5 INCH STEAMER PORT STORZ CONNECTION AS MANUFACTURED BY WATEROUS COMPANY, OR APPROVED EQUAL, WITH TWO BASE NOZZLE CONNECTIONS 2 1/2-INCH NATIONAL STANDARD THREAD, 7 1/2-INCH TO THE INCH AND ONE PUMPER NOZZLE WITH 4 1/2-INCH NATIONAL STANDARD THREAD, 4 TO THE INCH. 7. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY OF STILLWATER STANDARDS. 8. ALL UTILITY CONSTRUCTION TO COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS. 9. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 10. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. 11. CONTACT 811 FOR EXISTING UTILITY LOCATIONS 48-HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. 12. ALL OFFSITE CONSTRUCTION TO BE PERFORMED WITH TRENCH BOX TO MINIMIZE DISTURBANCE. e 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thrct a duly Licensed Prodf o I er the laws ‘A 1state A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 12/18/14 SHEET C401CLS02.DWG UTILITY PLAN C3.1 PROJECT NO Know what's Call befobreelyoowu SCALE IN FEET OWNER/DEVELOPER A L_ ARMOR WITH SCOURSTOP SEE BELOW ELEV. 909.5 TO INFILTRATION ELEV. 909.8 TO RATE CONTROL POND BOTTOM 906.0 SEDIMENT STORAGE REMOVE WHEN CAPACITY IS LESS THAN 50% OF DESIGN FOREBAY CONSTRUCTION B� STORMWATER FACILITY -SEE TABLE- 0 TOP OF BANK 00°000 000000 00000 0 0000 0000 00000000 000000_O 00 00- • SLOPE DOWNSTREAM END TOWARDS CENTER TO CONTAIN FLOW TOE OF SLOPE TOP OF BANK VARIES - SEE PLAN TOE OF SLOPE B-1 1.5 SEE TABLE 1.5 // SCOUR PROTECTION NO SCALE A BASIN BOTTOM WIDTH FOREBAY TO INFILTRATION 6" INFILTRATION OVERFLOW 6' FOREBAY TO RATE CONTROL POND 15' WETLAND 3 TO SITE DISCHARGE POND 5' EOF ELEVATION (0.05' +/-) SECTION A -A DIRECTION OF FLOW \//\j \\� \\\\ STORM WATER FACILITY SCOUR PROTECTION 4'X4' SCOURSTOP MAT WITH BULLET ANCHOR (8 ANCHORS PER MAT) SOIL COVER (SEEDING & MULCH) SECTION B-B OVERFLOW NO SCALE 0.5' 1.0' TOPSOIL MAX. 4. V ,y 1 ANY AVAILABLE SOIL MATERIAL UNLESS REQUIRED BY ENGINEER VARIES SEE PLAN FIRST FLOOR / 3 BASEMEN FLOOR HOLD DOWN // 25' GARGE R ,HOLD DOWN TOPSOIL MAX. STRUCTURAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED BY GEOTECHNICAL ENGINEER.) HOLD DOWNS FB - 3 FT. FBLO - 2 FT. FBWO - 2 FT. RIGHT-OF-WAY 1 ANY AVAILABLE SOIL �� MATERIAL UNLESS REQUIRED BY ENGINEER SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED BY GEOTECHNICAL ENGINEER.) BUILDING PAD CONSTRUCTION MONUMENT: CONSISTS OF A POST AND A CONSERVATION EASEMENT SIGN CONSERVATION EASEMENT SIGNS: MOUNTED FLUSH WITH THE TOP OF THE POSTS FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS POST MATERIALS: METAL FENCE POST POST INSTALLATION: MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND co NO SCALE W E T L A N D B U F F E R O WETLAND BUFFER MARKER 4 WIRE OR TWINE A TWO STAKES PER BALE AND EMBEDDED IN GROUND 10" MIN. 3" EARTH FILL FLOW BALES PLACED ON EDGE, BUTTED TIGHT. SECTION THRU DITCH OPTION 1 FLOW STAKE SECTIONS A POINT A MUST BE HIGHER THAN POINT B Pt STAKE OPTION 2 HAY OR STRAW BALE DITCH CHECK STORM SEWER INLET ANCHOR W/2 STAKES PER BALE DRIVEN INTO THE GROUND STORM SEWER INLET PROTECTION EROSION CONTROL 11 THE BIRTHPLACE OF MINNESOTA EOSIO\ CO\TOL DETAIL ECDTL1 DWG \O. 41 (8) INLET PROTECTION FACE OF CURB NO SCALE 2" x 2" WOOD POSTS 4' 0.C. RUNOFF FLOW FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE BACKFILL 6" x 6" TRENCH UNDISTURBED SOIL NOTES: 1. ALL GUTTERS USED IN THIS PROJECT TO BE SLOPE IN GUTTERS EXCEPT WHERE NOTED. 2. AT ALL TRENCHES, 2#4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20' IN LENGTH. 3. 2#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10' IN LENGTH. 4. CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' SPACING), EXTEND TO BOTH FRONT AND BACK OF THE CURB AT 2" DEEP. (±) R.O.W. TOP BIT. MAT 3/8" SLOP PER FT. 4„ N 1 /2"R 4 ° 4 18" 4 4 4 12" "D" TYPE 418 1/2"R SURMOUNTABLE CONCRETE CURB & GUTTER 50' NO SCALE R.O.W. SPECIFICATIONS 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. U SILT FENCE STREET WIDTH 28' 5' 1' 3% FACE TO FACE 3% 2" BITUMINOUS WEAR TACK COAT 2" BITUMINOUS BASE 8" AGGREGATE BASE 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE * SUBGRADE MUST BE WITHIN + OR - .10' AND BE APPROVED BY ENGINEER. C 6" MINIMUM DEPTH OF 1"-2" DIA. WASHED ROCK GEOTEXTILE FABRIC UNDERLYING TYPICAL STREET SECTION Re114;mmorai4LEALIL PUBLIC STREET ���viral .e-.viral viral ��- •• <II 41- • • • 41 '''‘ittb.01At,40110,7 So, NO SCALE 1. MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO PUBLIC STREETS. ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY. c4) ROCK CONSTRUCTION ENTRANCE L/- SILT FENCE TEMPORARY BERM GRADIENT EXCAVATED BASIN NO SCALE IMPERMEABLE LINER BURY 4" BELOW GRADE TEMPORARY BERM GRADIENT EXCAVATED BASIN SILT FENCE 1. EXCAVATED BASIN SHALL HAVE A MINIMUM 10 YARD CAPACITY. 2. FOLLOWING CONSTRUCTION, OR WHEN 1/2 OF CAPACITY IS LOST, CONTRACTOR SHALL REMOVE ACCUMULATED CONCRETE FROM SITE AND DISPOSE OF AT PROPER FACILITY. 3. PREFABRICATED BASIN MAY BE ACCEPTABLE. SUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL. 4. ALTERNATIVE CONCRETE WASHOUT DESIGNS WHICH FUNCTION IN AN EQUAL OR BETTER FASHION ARE ACCEPTABLE. CONCRETE WASHOUT AREA THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�e1 Inee . er the laws ‘Ath tate A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 12/18/14 SHEET C303CLS02.DWG GRADING DETAILS C3.3 NO SCALE NO SCALE NO SCALE PROJECT NO. CLS14002 / 0 • SITE DISCHARGE POND NWL 907.4 HWL 907.5 (2 YR) HWL 907.8 (10 YR) HWL 908.5 (100 YR) RATE CONTROL POND BOTTOM 906.0 (DRY) OUTLET 907.5 HWL 307.45 (2 YR) HWL 908.2 (10 YR) HWL 910.2 (100 YR) N WETLAND 3 HWL i09.9 (2 YR) HWL 910.1 (10 YR) HWL 910.3 (100 YR) tott ,„ 1 11! ���1 ter'\,�'�1� �rl FTi;::: I .I OREB7iY AND -`:y+,l\ ��� \ �`,���\o `��� ,-\, � `�_ k RAT10 BASIN / I 'r is7A , \ \ A���j .,__ , I1/ fr� H I. 909.9 (2 YR) ; !v;�����;*Vk”�, \��� �A��► �.� HWL'1`910.1 (10 /) I �/� V ‘ ) � � ;� �;���Q:=:;� HWL 910.3 (10011 YR) / ! � j rn I `Z` '1'` ; --` __ �',- KTLANIY 2 - '1'`- HWL 906.4 (2 YR) \-'-, HWL 907.0 (10 YR) HWL 908.1 (100 YR) \ co 0 rn O rn • • INFILTRATION BASIN NOTES WETLAND BUFFER MARKER (TYP) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PREVENTING COMPACTION OF SOILS AND PREVENTING EROSION WITHIN THE INFILTRATION BASINS. THE FOLLOWING IS THE RECOMMENDED SEQUENCING OF THE WORK. HOWEVER THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTING THE MEANS AND METHODS OF CONSTRUCTION THAT WILL RESULT IN A FUNCTIONING INFILTRATION BASIN OF THE SIZE AND IN THE LOCATION AND ELEVATION INDICATED ON THE PLANS. ANY ORGANIC MATTER, CLAY OR SILT SHALL BE REMOVED IN ITS ENTIRETY TO A DEPTH OF 3 FEET BELOW THE BOTTOM OF THE BASIN. IF ANY OF THESE SOILS ARE INADVERTENTLY ALLOWED TO ENTER THE BASINS THEY SHALL BE REMOVED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE BASINS SHOULD BE EXCAVATED WITH A BACKHOE OR EQUIPMENT WHICH WILL IMPART A MINIMAL COMPACTIOE LOAD ON THE SOIL. SOIL WHICH BECOMES COMPACTED SHALL BE DE -COMPACTED BY MECHANICAL MEANS TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER MAY TEST INFILTRATION RATES UTILIZING A DOUBLE RING INFILTROMETER. IF TESTED THE SOILS MUST EXHIBIT AN AVERAGE INFILTRATION RATE OF AT LEAST ONE INCH PER MINUTE. THE BASINS SHALL BE EXCAVATED TO THE INDICATED CONTOURS MINUS 3 INCHES. THE CONTRACTOR SHALL THEN ADD THREE INCHES OF MNDOT 3890 GRADE 3 COMPOST (MANURE, LEAVES AND YARD WASTE). THIS COMPOST SHALL BE INTEGRATED INTO THE SOIL BY PLOWING, ROTOTILLING AND ANOTHER METHOD THAT ACHIEVES COMPLETE MIXING TO A DEPTH OF 6 TO 8 INCHES. AFTER THE FINAL GRADE HAS BEEN ESTABLISHED AND CONFIRMED BY THE SURVEYOR THE BASINS SHALL BE VEGETATED WITH SEED. THE FOREBAY SHALL BE SEEDED, SODDED, MULCHED OR STABILIZED ON AN ONGOING BASIS AS NEEDED TO PREVENT EROSION. UNTIL THE ENTIRE SITE IS VEGETATED AND THE PROJECT RECEIVES FINAL ACCEPTANCE THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT COLLECTS IN THE FOREBAY. THE FOREBAY SHALL BE CLEANED AT A MINIMUM OF WHENEVER THE SEDIMENT REACHES A LEVEL OF ONE HALF THE AVAILABLE VOLUME BELOW THE OUTLET PIPE. THE INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES WITH SILT FENCE SET AT THE 100 YR HWL FOR BASIN A AND FOREBAY. THE SILT FENCE SHALL BE INSTALLED AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. THE OVERFLOW BETWEEN THE FOREBAY AND INFILTRATION BASIN SHALL NOT BE CONSTRUCTED UNTIL PERMANENT VEGETATION IS ESTABLISHED IN THE INFILTRATION BASIN AND TEMPORARY OR PERMANENT VEGETATION IS ESTABLISHED ON THE MAJORITY OF THE LOT. / / / / / / / / / / / / / / / / rV 0) / / I / / WETLAND BUFFER SEEDING NOTES 1. DISK AND SPREAD TOPSOIL IN ALL GRADED AREAS OF WETLAND BUFFER AT MINIMUM EIGHTEEN (18) INCH DEEP. 2. APPLY FIBER BLANKET OR CLEAN STRAW MULCH TO ALL SEEDED AREAS AT A RATE OF ONE AND ONE HALF (1 1/2) TONS PER ACRE. ANCHOR MULCH WITH A DISK OR TACKIFIER. 3. NO FERTILIZER IS ALLOWED IN BUFFER AREAS. 4. ALL EQUIPMENT WORKING IN WETLAND BUFFER AREAS SHALL BE LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION AND IMPACTS TO WETLAND BUFFER. 5. MAINTAIN SILT FENCE AND CATCH BASIN PROTECTION AS SHOWN ON GRADING PLAN UNTIL ESTABLISHMENT OF NATIVE SEEDING. 6. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 7. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. / ------ 930 -- HWL''- .5 (2 YR) -HWL 913.9 (10 ` HWL 914.6 (100 YR + + f'+ + + + + + + I�\- I ------ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f _ _.f _+L + + + + q� + + + - -4 #__f_ 9 _t' + • f+ + + + + - + + + + + + + + + /+ + + + + + +I + + + + + 1 + + + + + + + + + + + + + - + + +/++++ ++j'-� + + _ /+ + + + /�+ + + + + + + + + +/+ + +JII+H +�r`\+ I + + + /+ + + I + IF + }/ + + + I +I 1+ + + + + I+ IF /-- `--_ - --- r/: / / / / 1 / / / 1 / 1 I 1 / / I / /II /I/1 /. ` `I 'k \.\I 'c , 1 1l,/ / I , I 1 1\ I I 1 \ SILT FENCE (TYP) EROSION CONTROL NOTES WETLAND 1 HWL 920.1 (2 YR) HWL 920.4 (10 YR) HWL 921.1 (100 YR) \\\\\yam, /® A. • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. FOLLOW ALL LOCAL, COUNTY, WATERSHED, AND STATE REQUIREMENTS COVERING STORMWATER COMPLIANCE. 3. INSTALL SILT FENCE AND ROCK CONSTRUCTION ENTRANCE PRIOR TO COMMENCING GRADING ACTIVITIES. 4. INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 5. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, CATCH BASIN PROTECTION AND DITCH CHECKS AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 6. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY OR MORE OFTEN AS NEEDED. 7. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. TEMPORARY SOIL STOCKPILES SHALL HAVE SEDIMENT CONTROLS, AND SHALL NOT BE PLACED IN STORM WATER CONVEYANCES OR SURFACE WATERS. 9. RESTORATION: A. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF SIX INCHES (6'') OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN 7 DAYS FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. B. ALL SEED, SOD, MULCH AND FERTILIZER PLACEMENT SHALL CONFORM WITH MnDOT SPECIFICATION 2575, AND AS MODIFIED BELOW: ITEM SOD SEED - EROSION CONTROL (TYPE 25-131 LOW MAINTENANCE TURF 0220 LB/AC.) MULCH - HYDROMULCH WITH TACTIFIER 3882 (TYPE 1 HYDRAULIC SOIL STABILIZER) FERTILIZER 3881 MnDOT SPECIFICATION NUMBER 3878 3876 10. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 11. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. 12. SEE SWPPP PLAN FOR ADDITIONAL REQUIREMENTS. ROCK -- CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA ------------ , ,/ ,,- 7, ___:_:,-7111--- _ __::_iii_____i_i___-_-_-_-_-_-::::: _ _ ____ ____ i i - LEGEND KRA SILT FENCE INSTALLED PRIOR TO ROUGH GRADING STORM STRUCTURE PROTECTION ROCK CONSTRUCTION ENTRANCE SOD (ALL OTHER DISTURBED NON -PAVED AREAS TO BE SEEDED) EROSION CONTROL MnDOT 250 SEED MIXTURE APPLIED WITH HYDROMULCH W/ TACTIFIER WETLAND BUFFER/UPLAND MNDOT MIXTURE 35-641 MESIC PRAIRIE SOUTHEAST BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 12 LBS/AC. STORMWATER MNDOT MIXTURE 33-261 STORMWATER SOUTH & WEST BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 35 LBS/AC. EROSION CONTROL BLANKET (3:1 SLOPE) SEE SHEET L2.1 FOR SEEDING LISTS AND NOTES 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C1.1 C1.1.2 C1.2 C5.1 L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tr a duly Licensed Pro6,0 1... inee er OCk CP Stephen M. Johnston DATE REGISTRATION NO. 18914 12/18/14 SHEET C302CLS02.DWG EROSION CONTROL PLAN C3.2 PROJECT NO. Know what's Call befobreelyoowu SCALE IN FEET / \\ / o! 6 \\ - \\\ SITE DISCHARGE POND NWL 907.4 HWL 907.5 (2 YR) HWL 907.8 (10 YR) / / . ; HWL 908.5 (100 YR) 1 1 //' • • / / '-1 / 1 I I I I I I 1 \1 / / / / / / / / / / / / / / / / / co O • • • `\ / • ,kov''`` ‘1.P `' \ \ EO 911.6 +/T \ \ / \ OVERFLOW (TYP) 10 ) N / P / / // / / / / RATE CONTROL POND BOTTOM 906.0 (DRY) OUTLET 907.5 HWL 107.45 (2 YR) HWL 908.2 (10 YR) HWL 910.2 (100 YR) • \ \976 \ • • `\ • • 1 -_ WULANEr'2 HWL 906.4 (2 HWL 907.0 (10 HWL 908.1 (100 _OUTLOT-A- WETLAND 3 FOREBAY COt TRU TION 09.8 908 WETLAND BUFFER MARKER (TYP) rO BUILDING PAD NOTES N LS 1 4‘1 -\\\ \ 3t\, , BUILDING PAD CONSTRUCTION (TYP)/ / / / / 1. BUILDING SETBACK: FRONT 30 FEET REAR 25 FEET SIDE 10 FEET 2. FB = FULL BASEMENT - NO CHANGE IN GRADE FROM FRONT TO BACK OF HOME) 3. FBLO = FULL BASEMENT LOOKOUT - GRADE AT REAR OF HOME ALLOWS FOR WINDOWS 42" ABOVE BASEMENT FLOOR. 4. FBWO = FULL BASEMENT WALKOUT - GRADE AT THE REAR OF THE HOME FACILITATES INGRESS AND EGRESS ACCESS. GENERALLY THIS DESIGN ALLOWS FOR A MAXIMUM CEILING HEIGHT OF 8' IN BASEMENT. A 10'-FBWO ALLOWS UP TO 10' CEILING HEIGHT IN THE BASEMENT. RAISE BASEMENT FLOOR ELEVATION AS NEEDED TO MATCH ACTUAL CEILING HEIGHT (HOLD GRADE AT FRONT OF HOME). 5. SPECIAL CIRCUMSTANCES: S-FBWO OR S-FBLO = WALKOUT OR LOOKOUT ACHIEVED AT SIDE RATHER THAN REAR OF HOME. FBWO-DROP OR FBLO-DROP = GARAGE FLOOR IS DROPPED RELATIVE TO FIRST FLOOR ELEVATION TO FIT WALKOUT OR LOOKOUT. T ------ 930 Nil '1 ' 1 „DO /0 GRADING NOTES ' 11, 93 \ 1QOwC - PVI 2+75 p LEV 931.0 - Mo=-0.51' - 91 g1=-0.5% g2=-5.2% K 4'.3 I I I I I I , / / I I I / / I 1 / / / I _----_-___ _ - / r \/ I 1 WETLAND 1 HWL 920.1 (2 YR) HWL 920.4 (10 YR) HWL 921.1 (100 YR) / / / / \C3.3 \ \1 • • / ' \ • • \SURMOUNTABL OURB & •GE v I\ TYPICAL STREET. \ S€CTI ON \ \\ •\ • • • - • / MEET & MATCH EXISTING CURB & GUTTER PEDESTRIAN RAMP MATCH EXISTING WALK //MEET & MATCH EXISTING / CURB & GUTTER 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. SEE SHEET C1.1 AND L1.1 FOR ALL DIRECTION AND REQUIREMENTS PERTAINING TO EXISTING TREES. 4. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 5. ALL UNDOCUMENTED FILL, TOPSOIL, AND SOFT CLAY AND SILT LAYERS SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD, PATIOS, WALKS, DRIVES AND PARKING STALLS. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 6. ON -SITE NON -ORGANIC CLAY (CL), SANDY CLAY (SC) AND SILTY SAND (SM) ARE GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY CLAY (CL-ML) AND ORGANIC SOILS SHALL NOT BE USED AS STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA (% RESPECTIVE PROCTOR) CLAY SAND OR GRAVEL ENGINEERED FILL BELOW FOUNDATIONS 98 ENGINEERED FILL BELOW FLOOR SLABS 98 ENGINEERED FILL PLACED AS PAVEMENT AGGREGATE BASE N/A ENGINEERED FILL PLACED MORE THAN 3 FEET BELOW PAVEMENT AGGREGATE BASE 95 ENGINEERED FILL PLACED IN UPPER 3 FEET BELOW PAVEMENT AGGREGATE BASE 100 98 98 100 95 100 7. SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE 'COMPETENT INDIVIDUAL- AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). IF SOIL CORRECTION IS REQUIRED IT SHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION. 8. IT IS RECOMMENDED THAT A SUBSURFACE DRAINAGE SYSTEM BE INSTALLED AT THE BASE OF BASEMENT FOUNDATION WALLS AND UNDER WALKS AND PATIOS. IT IS RECOMMENDED THAT SEPARATE FOUNDATION DRAINAGE SYSTEMS BE INSTALLED ON BOTH THE INTERIOR AND EXTERIOR OF THE FOUNDATION. THE DESIGN OF THESE SYSTEMS SHALL BE PROVIDED BY THE BUILDER. 9. THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL AND ANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE -COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THEN BE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREAS SHOULD BE SUBCUT, MOISTURE -CONDITIONED, AND RE -COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH A TANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUT FORMATION NO MORE THAN ONE INCH (1") DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOF ROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THE SUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT. 10. BITUMINOUS PAVING 2" BITUMINOUS WEAR (MNDOT 2360 WEARING COURSE MIXTURE (2,B) TACK COAT (MNDOT 2357) 2" BITUMINOUS BASE (MNDOT 2360 NON -WEARING COURSE MIXTURE 8" AGGREGATE BASE (MNDOT 3138 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE TYPE 9.5 TYPE 12.5 CL5 OR CL7) 11. POMD ACCESS 4" TOPSOIL OR 2" BITUMINOUS WEAR (MNDOT 2360 TYPE 9.5 WEARING COURSE MIXTURE (2,B) SPWEA240B) 12. CONTOURS MAY NOT REFLECT BUILDING OR STREET HOLDDOWNS. ELEVATIONS INDICATED ARE FINISHED GRADE. • • • / /, ////-/-//c3 --____ ----:, ____________________________________ LEGEND OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET L1.1 L1.2 SWPPP 951.0 FBWO 951.0 960.5 959.0 BUILDING PAD REAR ELEV TYPE OF BUILDING BASEMENT ELEV FIRST FLOOR ELEV FRONT ELEV SCOURSTOP MAT WITH BULLET ANCHOR POND MAINTAINANCE ACCESS ROUTE SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL Know what's Call befobreelyoowu 120 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thrct a duly Licensed ProdVo I er the laws ‘A 1state A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 12/18/14 SHEET C301CLS02.DWG GRADING PLAN C3.1 PROJECT NO. SCALE IN FEET / 6940 ,O 0 o9 8"VCP SAN NH t21M=908.9 INV=8N7.4 9/0 STS NH / 2IM=909.2 -42 INV=906.5 FOUND 2 INCH IRON PIP MARKED ---�� RLS 9232 FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 OUTLOT\A /(A,.12"PVC 7 -__% INV=P07.4 / Ck. b 9/061 WETLAND #2 AREA = 34,472 SQ.FT. 9/0 EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. WETLAND #3 AREA = 2,857 SQ.FT. 1 1 I FOUND 1/2 INCH \IRON PIPE MARKED -RLS 9232 e 217 14 9,60 12' POND ACCESS EASEMEN�� T 1oirs 9/0 SHED\ ZONING/SETBACKS::: FRONT BUILDING SETBACK = 30' SIDE BUILDING SETBACK = 10' REAR BUILDING SETBACK = 25' MINIMUM 25' OF FRONTAGE MAXIMUM 30% IMPERVIOUS. DEVELOPMENT DATA:: 914 1 _712 , I I o d 75 809 97 S00°02'52 "E �9 cc I 0 0 0 6 �r / r, LINE PARALLEL WITH THE WEST LNE OF THE EAST 1/2 OF THE NW 1/4 R=55'1 1 v. „ 14 930 7 N00'02'52'W 937.91 I9' 286 • 18 WETLAND #4 - 7/ / AREA = 1,861 SQ.FT. 8 916------" 9,68 N32 _ 0\30 9 / 17 0 54 320 R/CHL/ND RANCH - WEST LNEOF THE EAST 1/2 OF THE rj \ WSW 1/4 OF SEC. 29, T30 ZONED R/A - ONE FAMILY RESIDENTIAL MINIMUM LOT AREA = 10,000 SQ. FT. MINIMUM LOT WIDTH = 75' MINIMUM LOT DEPTH = 100' Lot 1 = Area: 16,351 sq. ft. 0.38 acres Lot 2 = Area: 1 7,496 sq. ft. 0.40 acres Lot 3 = Area: 28,697 sq. ft. 0.66 acres Lot 4 = Area: 10,000 sq. ft. 0.23 acres Lot 5 = Area: 10,000 sq. ft. 0.23 acres Lot 6 = Area: 56,842 sq. ft. 1.31 acres Lot 7 = Area: 82,489 sq. ft. 1.89 acres Lot 8 = Area: 17,695 sq. ft. 0.41 acres Lot 9 = Area: 23,943 sq. ft. 0.55 acres Lot 10 = Area: 21,966 sq. ft. 0.50 acres Proposed R/W = Area: 37,183 sq. ft. 0.85 acres Outlot A = Area: 1,791 sq. ft. 0.04 acres Existing R/W = 16,388 sq. ft. 0.38 acres Total Area = Area: 340,841 sq. ft. 7.82 acres • 0 II SURVEY NOTES: 021 FLOOR J =929.2 924 926 .----- ..6 7 \pbi /' / V7 / / J� / ' �P / G , / / / / / / / / / WETLAND #1 AREA = 1 3,41 5 SQ.FT. 922 BENCH MARK #2 LI TNH ELEV = 933.481 L . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. SYMBOLS: 0 MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1/2" IRON PIPE DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 DENOTES PROPOSED DRAINAGE AND UTILITY EASEMENTS O CATCH BASIN HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL 12 DENOTES PROPOSED WETLAND BUFFER & SIGN IP L 924 47 47 9/8 932 SAN NH 10 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 1,7 99 / 46 7 BENCH MARK #1 WETLAND NOTES: 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SCALE IN FEET 4''' NORTH SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN RICHLIND PRELIMINARY PLAT CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: WASHINGTON, COUNTY VICINTIY MAP NARYKNOLL DR. DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 PRELIMINARY PLAT CERTIFICATION: o I hereby certify that this plan 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. 6-9-14 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 PRELIMINARY PLAT C5.1 / / �`�\\\ / `\\\O` /\ - \ 6 • • \ I \ r+ I I 1 • • / / / , / / \• / \ / I / \\ 1/ \,..,l 1 1 I 1 I I I I I 1 1 1 I / 1 / I I ,/ / / / / / / / 1 , I I1 r 1 I I I I I i - 0 1 1 • • 1 \ 1 1 1 1 co c / / • #1 1 \\ #1 97 \ \ 1 • \ • \\ #18\95 \ g85 \ #1893 • • `\ \\ 12 1 2 "• 1837 #18 #1836 1841 a\�Yio #185,5 #1 #1849 \ #18"q3 ,u�#1$46 #1 SILT FENCE (TYP) WETLAND 2 MANAGEMENT LEVEL B MAINTAIN \• \ • g0 #1899 ,1\, /�_------- # 1901 / 1'6 0AK / \ / 1 • 9 \\ 7• • • • • • N • i 1 --OUTLOT i�► #1871 s ' #1 #,1.878 ,#0 881 Q CJV /- / 1760 �ry#1759\ #1761 WETJAND 3 AL MANAGEMENT LEVEL A PERSERVE (MANAGE 1) AL #1763 #1769 #3417 #3 #1870 #3416 #1873 \\`\ f #3413 '1.- 4' / - �,1 #1875 #1874 #3411 877 #3414 �775 / 74 AIL \#3418 #1880 #18 32'"040 /b #34b. 888 #1886#188'3 #3406 i #1876 #3409 #3410 1879 #3415 #3436 N3408 '0. i34 43142; -" , I #344i _ I ' #3438+ -_ _� #3403 '-----------�-_- #3104 I -- #34-4�=- #3402 / 437 , / / / #1755 92 , #;' '83 / 1 #3424 1 # 42 ;n = ,; #342711 1#3 ,- #345 #428 f a#1545 / i- ��,• �' #3*57 #w 5 I ' #3454I1 / // ''Jf L #3452,�' ' • ) • • 7 ------ 930 ---------------1 _____ #1746 --- 1-7, 4- # � #iT47-�1743 <�" •>�1• 748 173 #1779 I •- #1 1 #1,744 1745 #1780_ 914 _____ 808 ,_-- �'` #1807 # / TREES ON LOT 5 TO BE / REMOVED BY LO V BUYER — 7 I(CALULATED ON SCHEDULE AS LOST) iiii / / / c\/ / / / / / 81 ------------ WETLAN MANAGEMENT LEVEL A PRESERVE 3466 3465 930 4 #1797 3497 #612 WETLAND BUFFER • • • 11 • cV / / / --------------- / #620 • • LEGEND • • • • SILT FENCE EXISTING TREE REMOVED TREE AREA OF TREE CLEARING • • • • • • • • • • • • • • • • / tI • • • • / / / / / / • / • TREE PRESERVATION NOTES • • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. NO VEGETATION CLEARING, PRUNING, AND TREE REMOVAL TO BE STARTED WITHOUT COORDINATION WITH THE OWNER'S REPRESENTATIVE. TREES TO BE SAVED AND/OR REMOVED TO BE MARKED IN THE FIELD AND APPROVED BY THE CITY PRIOR TO ANY REMOVAL. CONTRACTOR TO PROTECT EXISTING TREES, SHRUBS, AND VEGETATION WHERE NOTED. UNAUTHORIZED REMOVAL WILL REQUIRE REPLACEMENT AND POSSIBLE RESTITUTION. DURING THE CONSTRUCTION, IF TREES NOTED TO BE SAVED ARE DAMAGED AND CONSIDERED LOST PER THE CITY'S STANDARDS, CONTRACTOR IS RESPONSIBLE FOR REQUIRED REPLACEMENT AND FINANCIAL PENALTY. 3. INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES. INSTALL TREE PROTECTION FENCE AROUND TREES TO BE SAVED AT A DISTANCE IN FEET FROM TREE EQUAL TO THE TREE DIAMETER (DBH). SILT FENCE AND TREE PROTECTION FENCE MUST BE INSTPECTED BY CITY STAFF PRIOR TO ANY SITE WORK. MAINTAIN FENCES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF AND SEEDING, REMOVE FENCES AND DISPOSE OFFSITE. 4. NO MATERIALS, VEHICLES, OR EQUIPMENT CAN BE STORED WITHIN THE TREE PROTECTION AREAS. 5. AVOID TRIMMING OR CLEARING OAK STANDS BETWEEN APRIL 15 AND JULY 1 TO PREVENT INSECT TRANSMISSION. IF ANY PRUNING OR WOUNDING OAK OCCURS DURING THIS PERIOD, COVER THE WOUND WITH A RECOMMENDED TREE WOUND DRESSING IMMEDIATELY. FRESH OAK STUMPS MUST BE TREATED, COVERED, AND GROUND OUT IMMEDIATELY FOLLOWING FELLING OF TREES. SEE SHEET L1.2 FOR TREE PRESERVATION SCHEDULE 40 120 Know what's below. Call before you dig. N OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET L1.2 L2.1 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct supervision, and t a duly Licensed Lan tect Nit the COSI°"‘e. Pilarsinee Saraithong DATE REGISTRATION NO. 45059 12/18/14 SHEET L101CLS02.DWG TREE PRESERVATION PLAN L1.1 PROJECT NO. OWNER/DEVELOPER SWPPP SUMMARY/OVERVIEW THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE POLLUTION PREVENTION MANAGEMENT MEASURES INSPECTION AND MAINTENANCE REQUIREMENTS OF NPDES PERMIT MN R100001, PART III, SUBPART A. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE. ATTACHED FIGURE(S) AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. CONTACTS OWNER: ENGINEER: CLAN DESIGN LAB, INC CONTACT: THAD RICH CONTACT: STEVE JOHNSTON PHONE: 612-770-7653 PHONE: 612-382-4804 EMAIL: THAD©THADRICH.COM EMAIL: STEVE.JOHNSTON©ELANLAB.COM THE GENERAL CONTRACTOR (OPERATOR) SHALL ATTACH THEIR REQUIRED CONTACT INFORMATION TO THE SWPPP AFTER THE CONTRACT FOR THE PROJECT IS AWARDED. CONTRACTOR: TBD CONTACT: XXXX PHONE: XXXX EMAIL: XXXX GENERAL PROJECT INFORMATION PROJECT NAME: RICHLIND PROJECT LOCATION: STILLWATER, MINNESOTA CONSTRUCTION START DATE: TBD CONSTRUCTION END DATE: TBD THIS PROJECT WILL CONSIST OF: THE DEVELOPMENT OF 10 RESIDENTIAL HOMES ACCESSED BY LENGTH, SERVED WITH MUNICIPAL SANITARY SEWER AND WATER SERVICES. AMENDMENTS TO THE SWPPP A CITY STREET 650 FEET IN THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR (OPERATOR) AND WILL BE ATTACHED TO THE SWPPP AS AN ADDITIONAL SHEET. THE SWPPP AND AMENDMENTS WILL BE KEPT ON SITE BY THE CONTRACTOR (OPERATOR) WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. GENERAL SWPPP RESPONSIBILITIES THE CONTRACTOR (OPERATOR) SHALL PROVIDE A KNOWLEDGEABLE AND EXPERIENCED PERSON(S) TO OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION. INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BP'S BEFORE AND DURING CONSTRUCTION. BOTH THE OWNER AND CONTRACTOR (OPERATOR( SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OF THE PERMIT. THE WILL BE RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM(S) AS IDENTIFIED IN AN MAINTENANCE AGREEMENT WITH UNLESS SPECIFICALLY STATED THE ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY SWPPP ACTIVITIES DURING OR AFTER CONSTRUCTION. TRAINING REQUIREMENTS PREPARER/DESIGNER OF THE SWPPP: STEPHEN JOHNSTON, PE EMPLOYER: ELAN DESIGN LAB, INC. THE CONTRACTOR (OPERATOR) SHALL PROVIDE AT LEAST ONE TRAINED PERSON TO REVIEW THIS DOCUMENT, APPLY FOR NECESSARY PERMITS, OVERSEE THE IMPLEMENTATION OF THE SWPPP AND TO INSTALL. INSPECT. MAINTAIN AND REPAIR BMP'S. TRAINING MUST BE IN CONFORMANCE WITH THE NPDES CONSTRUCTION PERMIT REQUIREMENTS. TRAINING DOCUMENTATION MUST KEPT ON -SITE WITH THE SWPPP AND THE TRAINED PERSON MUST BE AVAILABLE ON -SITE WITHIN 72 HOURS. IMPLEMENTATION SEQUENCE: CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE. THE CONTRACTOR MAY MAKE ADJUSTMENTS TO THE SEQUENCE IF NEEDED TO ADDRESS ACTUAL FIELD CONDITIONS. 1. PERFORM MINOR DEMOLITION NEEDED TO INSTALL BMP'S 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROTECTION FENCING 4. CONSTRUCT ANY TEMPORARY SEDIMENTATION PONDS REQUIRED FOR LOCALIZED PREVENTION OF EROSION. 5. STRIP TOPSOIL IN FILL AREAS. 6. CONSTRUCT FOREBAYS, INFILTRATION BASINS, RATE CONTROL POND AND ASSOCIATED PIPE SYSTEMS. KEEP INFILTRATION BASIN OFF LINE UNTIL VEGETATION IS ESTABLISHED. STABILIZE WITH SEED, MULCH AND OTHER EROSION CONTROL MEASURES SHOWN ON THE PLAN OR AS REQUIRED IN THE FIELD. 7. COMPLETE MASS SITE GRADING 8. STABILIZE BALANCE OF SITE 9. BEGIN MUNICIPAL INFRASTRUCTURE CONSTRUCTION 10. COMPLETE FINAL GRADING, STABILIZATION AND PLANTINGS ON A LOT BY LOT BASIS AS HOME ARE SOLD AFTER CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED REMOVE ANY TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AND RESTORE ANY AREAS DISTURBED BY THEIR REMOVAL. INSPECTION AND MAINTENANCE ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS AND REMOVAL ARE TO BE CONSIDERED INCIDENTAL TO THE BMP BID ITEMS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR COMPLETING REQUIRED INSPECTIONS MAINTENANCE AND OBSERVATION OF WEATHER CONDITIONS. AND RAINFALL AMOUNTS TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS. THE CONTRACTOR (OPERATOR) SHALL OBSERVE THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE CONTRACTOR (OPERATOR) SHALL KEEP A SUMMARY MAINTENANCE/CONSTRUCTION OBSERVATION REPORT TO BE RECORDED AFTER EACH SITE VISIT/OBSERVATION. RECORDS SHALL INCLUDE THE FOLLOWING: 1. DATE AND TIME OF INSPECTIONS 2. NAME OF PERSON CONDUCTING INSPECTION 3. FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY 4. CORRECTIVE ACTIONS TAKEN 5. DATE AND AMOUNT OF RAINFALLS GREATER THAN 0.5 INCHES IN 24 HOURS 6. MENTION OF ANY CHANGES MADE TO THE SWPPP 7. A SITE MAP INDICATING ACTIVE CONSTRUCTION AREAS AND LAND DISTURBING ACTIVITIES. THE CONTRACTOR (OPERATOR) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS MONTHLY TO THE OWNER. THE CONTRACTOR (OPERATOR) MUST KEEP THE SWPPP, ALL INSPECTION REPORTS AND AMENDMENTS ONSITE. THE CONTRACTOR (OPERATOR) SHALL DESIGNATE A SPECIFIC LOCATION TO KEEP THE RECORDS WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. ALL EROSION PREVENTION AND SEDIMENTATION CONTROL BMP'S MUST BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMP'S MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL BMP'S. THE CONTRACTOR (OPERATOR) MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: 1. ALL SEDIMENT BARRIERS INCLUDING SILT FENCE MUST BE REPAIRED REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE FENCE HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY. 2. TEMPORARY AND PERMANENT SEDIMENT BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY. 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE OPERATOR SHALL REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE OPERATOR SHALL RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL CONSTRAINTS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 5. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMP'S. AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. 7. ALL FILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE FILTRATION AREAS AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE FILTRATION AREA. RELATED REVIEWS AND PERMITS. ENVIRONMENTAL, ARCHEOLOGICAL, LOCAL, STATE, AND/OR FEDERAL REVIEWS/PERMIT: TYPE OF REVIEW CITY OF STILLWATER MSCWM0 REQUIRED ACTIONS PRELIMINARY AND FINAL PLAT APPROVAL PENDING EROSION CONTROL AND STORM WATER MANAGEMENT PERMITS TO BE APPLIED FOR AFTER CITY APPROVAL POLLUTION PREVENTION MANAGEMENT MEASURES THE CONTRACTOR (OPERATOR) SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON -SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURES. ALL POLLUTION PREVENTION MANAGEMENT MEASURES ARE TO BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTED. POLLUTION PREVENTION MANAGEMENT MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCA DISPOSAL REQUIREMENTS, OF ALL SOLID WASTE AND HAZARDOUS MATERIALS ON -SITE. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON -SITE, UNLESS DONE IN AN ENGINEERED LEAK -PROOF CONTAINMENT SYSTEM. THE ENGINEERED SYSTEM PROVIDED BY THE CONTRACTOR (OPERATOR) MUST INCLUDE SITE DRAWINGS FOR THE PROJECT FILE AND WRITTEN ASSURANCE THAT THE SYSTEM WILL WORK AS DESIGNED AND LEAVE NO DISCHARGE OF CONCRETE OR CONCRETE RESIDUE POTENTIAL TO WATERS OF THE STATE DURING A MINIMUM OF A 100-YEAR STORM EVENT. ANY LIQUID AND SOLID WASTE MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT SYSTEM TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT CONTAINMENT SYSTEM AND ALL RELATED ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM. ALL NONHAZARDOUS WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER OR OTHER APPROVED CONTAINMENT METHOD AT THE END OF EACH DAY. ANY ALTERNATIVE TO A METAL DUMPSTER MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE PROJECT ENGINEER. THE DUMPSTER SHALL BE EMPTIED AS NECESSARY TO FUNCTION AS INTENDED FOR DEBRIS COLLECTION. NO CONSTRUCTION GARBAGE OR WASTE MATERIAL SHALL BE BURIED ON -SITE. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR SHALL COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS AT A RATE NECESSARY TO MAINTAIN DESIGNED FUNCTION. ALL VEHICLES ON -SITE SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. ALL FERTILIZERS SHALL BE STORED IN A COVERED SHELTER. PARTIALLY USED BAGS SHALL BE TRANSFERRED TO A SEALABLE BIN TO REDUCE THE CHANCE OF SPILLAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS. WHICH ARE CLEARLY LABELED. SPILL KITS SHALL BE INCLUDED WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE OPERATOR. ANY ASPHALT SUBSTANCES USED ON -SITE SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PAINT CONTAINERS AND CURING COMPOUNDS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING COMPOUNDS SHALL NOT BE DISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURE'S INSTRUCTION. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN-UP SHALL BE KEPT IN AN ENCLOSED TRAILER OR SHED ON -SITE. EQUIPMENT SHALL INCLUDE. BUT NOT LIMITED TO, BROOMS, MOPS, DUST PANS, RAGS, GLOVES, GOGGLES, ABSORBENT (KITTY LITTER) OIL ABSORBENT BOOMS AND DIAPERS AND BUCKETS. ALL SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1-800-422-0798. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND ENGINE DEGREASING ARE PROHIBITED AT THE CONSTRUCTION SITE. THE SWPPP INCLUDES THE FOLLOWING SHEETS: GENERAL SWPPP NOTES AND SHEETS - SWPPP EROSION AND SEDIMENT CONTROL AND TURF ESTABLISHMENT SHEETS - C3.1, C3.2, C3.3, C3.4 PROJECT SPECIFIC INFORMATION (NOTE: AREAS ARE ROUNDED TO THE NEAREST HUNDREDTH OF AN ACRE) TOTAL PROJECT AREA: 7.83 AC. TOTAL LAND AREA TO BE DISTURBED: 2.99 AC. PRE -CONSTRUCTION IMPERVIOUS AREA: 0.45 AC. POST -CONSTRUCTION IMPERVIOUS AREA: 1.57 AC. IMPERVIOUS AREA ADDED: 1.12 AC. RECEIVING WATERS WITHIN 1 MILE FROM PROJECT BOUNDARIES: NAME OF WATER BODY TYPE SPECIAL OR IMPAIRED WATER THE PROJECT DOES NOT DISCHARGE RUNOFF TO AN IMPAIRED OR SPECIAL WATER. THE PROJECT IS NOT LOCATED IN A KARST AREA. THE PROJECT DOES NOT DISCHARGE TO A CALCAREOUS FEN. PROPOSED STORM WATER TREATMENT SUMMARY: RUNOFF FROM THE STREET AND THE FRONT OF THE PROPOSED HOMES IS DIRECTED TO A FOREBAY DESIGNED TO REMOVE SUSPENDED SOLIDS AND THEN TO A FILTRATION BASIN SIZED TO CONTAIN 1" OF RUNOFF FROM IMPERVIOUS AREAS AND 0.5" FROM DISTURBED PERVIOUS AREAS AND THEN FINALLY TO A RATE CONTROL POND BEFORE DISCHARGE TO AN THE STORM SEWER IN EAGLE RIDGE TRAIL. THE REAR YARDS GENERALLY FLOW ACROSS A NATURALLY VEGETATED BUFFER AND THEN TO THE EXISTING WETLANDS ON THE SITE. EROSION PREVENTION MEASURES AND TIMING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT EROSION PREVENTION MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICE AND CONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE ALL AREAS NOT TO BE DISTURBED SHALL BE DELINEATED WITH FLAGS, STAKES, SIGNS, OR OTHER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE SITE. ALL DRAINAGE DITCHES AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR PERMANENTLY CEASED. ALL PIPE OUTLETS SHALL HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION. IN NO CASE SHALL UN -WORKED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 14 DAYS WITH PROVIDING TEMPORARY OR PERMANENT STABILIZATION. (7 DAYS FOR PROJECTS WITH A RECEIVING WATER THAT IS IMPAIRED OR SPECIAL) SITE SOIL INFORMATION: SOIL INFORMATION PROVIDED IS OBTAINED FROM THE USGS SOIL SURVEY INFORMATION AND IS FOR NPDES PERMIT INFORMATION ONLY. THE OPERATOR SHALL NOT RELY ON THIS SOIL INFORMATION HYDROLOGIC SOIL SOIL NAME CLASSIFICATION RONNEBY FINE SAND LOAM B KINGLSEY SANDYLOAM B SEDIMENT CONTROL MEASURES AND TIMING THE OPERATOR (CONTRACTOR) IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT. SEDIMENT CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SEDIMENT CONTROL MEASURES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ON SLOPES WITH 3:1 OR STEEPER GRADES THERE SHALL BE NO UNBROKEN SLOPE LENGTH GREATER THAN 75 FEET. ALL STORM DRAIN INLETS AND CULVERT INLETS SHALL BE PROTECTED BY AN APPROPRIATE BMP DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. INLET AND CULVERT PROTECTION SHALL CONFORM TO THE 2005 MNDOT SPECIFICATIONS 2573 AND 3891. STOCK PILES SHALL BE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL AND SHALL NOT BE PLACED IN ANY TYPE OF SURFACE WATER OR DRAINAGEWAY. VEHICLE TRACKING SHALL BE MINIMIZED WITH EFFECTIVE BMP'S. WHERE THE BMP'S FAIL TO PREVENT SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT STREET SWEEPING TO REMOVE ALL TRACKED SEDIMENT. TEMPORARY SEDIMENT BASINS THE OPERATOR IS RESPONSIBLE FOR IDENTIFYING THE NEED FOR TEMPORARY SEDIMENT BASINS BASED ON ACTUAL FIELD CONDITIONS TO PROTECT DOWNSTREAM RESOURCES. TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED BEFORE UP GRADIENT VEGETATION IS DISTURBED AND MAINTAINED UNTIL THE RISK OF DAMAGE TO DOWNSTREAM RESOURCES IS MITIGATED BY OTHER MEANS. DEWATERING AND BASIN DRAINING ACTIVITIES THE OPERATOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: WHENEVER POSSIBLE WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARY AND/OR PERMANENT SEDIMENT BASIN. IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SHALL BE TREATED WITH THE OTHER APPROPRIATE BMPS, TO EFFECTIVELY REMOVE SEDIMENT. ALL DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR. DISCHARGE WATER SHALL BE DISPERSED OVER AN EFFECTIVE ENERGY DISSIPATION MEASURE. ALL WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS. WATER SHALL NOT BE DISCHARGED TO ADJACENT RESIDENTIAL PROPERTIES. IT MUST BE DISCHARGED TO THE PUBLIC STREET. FINAL STABILIZATION THE OPERATOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED. ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 80% VEGETATION COVERAGE. ALL DRAINAGE DITCHES, PONDS AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED TO PRECLUDE EROSION. ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED. FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2005 SPECIFICATION 2515. PROJECT SPECIFIC NOTES: 1. INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES FROM COMPACTION AND SEDIMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE INFILTRATION RATES ARE NOT NEGATIVELY AFFECTED. 2. THE CONTRACTOR SHALL NOTIFY WATERSHED DISTRICT STAFF AT LEAST 72 HOURS PRIOR TO THE CONSTRUCTION OF THE INFILTRATION BASINS IN ORDER TO PROVIDE FOR DISTRICT CONSTRUCTION OBSERVATION. FAILURE TO NOTIFY THE DISTRICT PRIOR TO INSTALLATION MAY RESULT IN THE REMOVAL OF WORK COMPLETED. 3. THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED MINNESOTA POLLUTION CONTROL AGENCY'S NPDES PHASE 2 CONSTRUCTION PERMIT TO THE WATERSHED DISTRICT PRIOR TO BEGINNING CONSTRUCTION. 4. THE CONTRACTOR SHALL PREVENT COMPACTION OF THE INFILTRATION BASINS DURING CONSTRUCTION, KEEP THE BASINS OFF-LINE FROM RUNOFF EVENTS UNTIL CONSTRUCTION IS COMPLETE AND VEGETATION IS ESTABLISHED, AND PROVIDE EROSION CONTROL MEASURES NEEDED TO PROTECT THE SYSTEM UNTIL ADJACENT AREAS HAVE BEEN PERMANENTLY STABILIZED. 5. PARKING LOT CONSTRUCTION SHALL NOT TAKE PLACE UNTIL INFILTRATION BASIN VEGETATION HAS GERMINATED AND IS ESTABLISHED SUFFICIENTLY TO ACCEPT RUNOFF. THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 C4.2 C5.1 UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thr�e t a duly Licensed Fro ol nee w er the laws r1 th tate p.�p�I1�.• A. Go s"'\" Stephen M. Johnston DATE REGISTRATION NO. 18914 12/18/14 SHEET SWPPPCLS02.DWG SWPPP PLAN SWPPP PROJECT NO. CLS14002 ♦ / 1 / .40 impilkam wit h11uA1d,lI1111 ONIFEROUS TREE PLANTING (TYP) 10- 41091 sw:41/4 MULC DISH cg<- / I' WETLAND 2 MANAGEMENT LEVEL B MAINTAIN III III vv W�'fllAldll11�1111 U, III III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL VII��IIVII I�V�dIIV / DOUBLE STRAND 14 GA. WIRE 3' ® 120 DEGREE INTERVALS / WETJAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP ROOT FLARE AT SOIL LINE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS II NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. ONE FLAG PER WIRE PLANTING SOIL TOP SOIL •III C r 1 11,4 IAVI 114 IIIIIM11111&1I III 7 7 7 7 WETLAND 4 ANAGEMENT LEVEL A P$ESERVE (MANAGE 7 vz RICHLIND RANCH rp DOUBLE STRAND 14 GA. WIRE 3' ® 120 DEGREE INTERVALS 16" POLY PROPYLENE OR POLYETHYLENE, _ 40 ML, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH MULCH DISH 1111A1V11 IX1111111 III III III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING / PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. WETLAND 1 MANAGEMENT LEVEL A PRESERVE / PLANT SCHEDULE / lo / / 16) / / KEY QUANT. COMMON NAME SCIENTIFIC NAME SIZE ROOT COND. MATURE SIZE DECIDUOUS TREES BP QB QB2 8 6 1 WHITESPIRE BIRCH SWAMP WHITE OAK SWAMP WHITE OAK BETULA PLATYPHYLLA 'WHITESPIRE' QUCERCUS BICOLOR QUCERCUS BICOLOR 10' CLUMP 2.5" CAL. 4.0" CAL. MIN. B&B B&B B&B 40'H X 25'W 50'H X 45'W 50'H X 45'W CONIFEROUS TREES PG 4 BLACK HILLS SPRUCE PICEA GLAUCA 'DENSATA' 12' HT. MIN. B&B 45'H X 25'W SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. / / / / / / / / / / / / / / / / / LANDSCAPE NOTES / / / / / OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND / STILLWATER, / MINNESOTA 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 4. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 5. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. 6. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES LOCATED IN TURF AREAS. NO VINYL EDGING IS REQUIRED. 7. PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6) INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDY CLAY CONSISTING OF NO MORE THAN 65%WOOD. SAND, 1.5-10% ORGANIC MATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM, FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND 80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIED BEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OF DEBRIS SUCH AS LARGE ROCKS AND FRAGMENTS OF 8. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. 9. LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT GUARANTY PERIOD. THE GUARANTY PERIOD IS ONE GROWING SEASON FROM DATE OF PROVISIONAL ACCEPTANCE UN11L FINAL ACCEPTANCE. ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and thi a duly Licensed Lan•-.•p itect r t the laws of �1 - of M \e. cosew ` N Pilarsinee Saraithong DATE REGISTRATION NO. 45059 12/18/14 SHEET L201 CLS02.DWG LANDSCAPE PLAN L2.1 CONIFEROUS TREE PLANTING NO SCALE DECIDUOUS TREE PLANTING NO SCALE 40 120 SCALE IN FEET PROJECT NO. CLS14002 OWNER/DEVELOPER TREE PRESERVATION SCHEDULE REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1701 36 SILVER MAPLE ACER SACCHARINUM 1702 22 SILVER MAPLE ACER SACCHARINUM 1703 34 SILVER MAPLE ACER SACCHARINUM 1704 43 SILVER MAPLE ACER SACCHARINUM 1705 39 SILVER MAPLE ACER SACCHARINUM 1706 11 PAPER BIRCH BETULA PAPYRIFERA 1707 24 SILVER MAPLE ACER SACCHARINUM 1708 23 COTTONWOOD POPULUS DELTOIDES 1709 10 25' SCOTCH PINE PINUS SYLVESTRIS X 1710 25 POPLAR POPULUS TREMULOIDES 1711 27 SILVER MAPLE ACER SACCHARINUM 1712 7 ASH FRAXINUS SPP. 1713 22 POPLAR POPULUS TREMULOIDES 1714 8 ASH FRAXINUS SPP. 1715 8 15' PINE PINUS SPP. 1716 9 SUGAR MAPLE ACER SACCHARUM 1717 13 SUGAR MAPLE ACER SACCHARUM 1718 9 ASH FRAXINUS SPP. 1719 9 ASH FRAXINUS SPP. 1720 10 25' PINE PINUS SPP. 1721 10 25' PINE PINUS SPP. 1722 14 MOUNTAIN ASH SORBUS SPP. MULTI STEM 1723 63 COTTONWOOD POPULUS DELTOIDES 1724 46 COTTONWOOD POPULUS DELTOIDES 1725 31 COTTONWOOD POPULUS DELTOIDES 1726 18 CHERRY PRUNUS SEROTINA 1727 12 CHERRY PRUNUS SEROTINA MULTI STEM 1728 14 CHERRY PRUNUS SEROTINA MULTI STEM 1729 17 WHITE OAK QUERCUS ALBA 1730 25 WHITE OAK QUERCUS ALBA 1731 24 WHITE OAK QUERCUS ALBA 1732 11 POPLAR POPULUS TREMULOIDES 1733 10 POPLAR POPULUS TREMULOIDES 1734 12 POPLAR POPULUS TREMULOIDES 1735 10 POPLAR POPULUS TREMULOIDES 1736 9 POPLAR POPULUS TREMULOIDES 1737 9 POPLAR POPULUS TREMULOIDES 1738 8 POPLAR POPULUS TREMULOIDES 1739 7 POPLAR POPULUS TREMULOIDES 1740 8 POPLAR POPULUS TREMULOIDES 1741 9 POPLAR POPULUS TREMULOIDES 1742 31 PAPER BIRCH BETULA PAPYRIFERA 1743 8 POPLAR POPULUS TREMULOIDES 1744 27 POPLAR POPULUS TREMULOIDES 1745 7 POPLAR POPULUS TREMULOIDES 1746 7 POPLAR POPULUS TREMULOIDES 1747 13 CHERRY PRUNUS SEROTINA 1748 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1749 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1750 8 PAPER BIRCH BETULA PAPYRIFERA 1751 13 PAPER BIRCH BETULA PAPYRIFERA 1752 12 PAPER BIRCH BETULA PAPYRIFERA 1753 9 ASH FRAXINUS SPP. X 1754 9 ASH FRAXINUS SPP. X 1755 10 ASH FRAXINUS SPP. X 1756 14 CHERRY PRUNUS SEROTINA 1757 31 POPLAR POPULUS TREMULOIDES X 1758 17 POPLAR POPULUS TREMULOIDES 1759 9 POPLAR POPULUS TREMULOIDES 1760 17 POPLAR POPULUS TREMULOIDES 1761 17 POPLAR POPULUS TREMULOIDES 1762 10 POPLAR POPULUS TREMULOIDES 1763 8 ASH FRAXINUS SPP. 1764 14 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1765 8 ASH FRAXINUS SPP. X 1766 16 POPLAR POPULUS TREMULOIDES X 1767 11 POPLAR POPULUS TREMULOIDES X 1768 12 POPLAR POPULUS TREMULOIDES 1769 11 POPLAR POPULUS TREMULOIDES 1770 14 POPLAR POPULUS TREMULOIDES 1771 11 POPLAR POPULUS TREMULOIDES 1772 11 POPLAR POPULUS TREMULOIDES 1773 13 OAK QUERCUS SPP. 1774 14 OAK QUERCUS SPP. 1775 11 ASH FRAXINUS SPP. 1776 16 POPLAR POPULUS TREMULOIDES 1777 49 BASSWOOD TILIA AMERICANA X 1778 12 POPLAR POPULUS TREMULOIDES 1779 11 PAPER BIRCH BETULA PAPYRIFERA 1780 24 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1781 6 CHERRY PRUNUS SEROTINA 1782 12 PAPER BIRCH BETULA PAPYRIFERA 1783 30 SILVER MAPLE ACER SACCHARINUM X 1784 20 PAPER BIRCH BETULA PAPYRIFERA X 1785 10 PAPER BIRCH BETULA PAPYRIFERA X 1786 10 PAPER BIRCH BETULA PAPYRIFERA X 1787 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1788 39 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1789 33 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1790 19 WHITE OAK QUERCUS ALBA X 1791 39 PAPER BIRCH BETULA PAPYRIFERA 1792 30 WHITE OAK QUERCUS ALBA X 1793 17 WHITE OAK QUERCUS ALBA X 1794 11 WHITE OAK QUERCUS ALBA X 1795 11 WHITE OAK QUERCUS ALBA X 1796 33 WHITE OAK QUERCUS ALBA 1797 16 WHITE OAK QUERCUS ALBA X 1798 12 WHITE OAK QUERCUS ALBA 1799 14 POPLAR POPULUS TREMULOIDES X 1800 17 WHITE OAK QUERCUS ALBA REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES X 1801 10 POPLAR POPULUS TREMULOIDES 1802 11 POPLAR POPULUS TREMULOIDES 1803 15 PAPER BIRCH BETULA PAPYRIFERA 1804 12 PAPER BIRCH BETULA PAPYRIFERA 1805 15 POPLAR POPULUS TREMULOIDES 1806 14 PAPER BIRCH BETULA PAPYRIFERA 1807 11 ASH FRAXINUS SPP. 1808 16 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1809 23 SILVER MAPLE ACER SACCHARINUM X 1810 29 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1811 11 PAPER BIRCH BETULA PAPYRIFERA X 1812 12 PAPER BIRCH BETULA PAPYRIFERA 1813 24 WHITE OAK QUERCUS ALBA 1814 15 PAPER BIRCH BETULA PAPYRIFERA 1815 10 PAPER BIRCH BETULA PAPYRIFERA X 1816 12 WHITE OAK QUERCUS ALBA X 1817 11 POPLAR POPULUS TREMULOIDES X 1818 11 POPLAR POPULUS TREMULOIDES X 1819 11 POPLAR POPULUS TREMULOIDES X 1820 10 POPLAR POPULUS TREMULOIDES X 1821 10 POPLAR POPULUS TREMULOIDES X 1822 10 POPLAR POPULUS TREMULOIDES X 1823 12 POPLAR POPULUS TREMULOIDES X 1824 15 POPLAR POPULUS TREMULOIDES X 1825 14 POPLAR POPULUS TREMULOIDES X 1826 11 WHITE OAK QUERCUS ALBA X 1827 17 POPLAR POPULUS TREMULOIDES X 1828 12 POPLAR POPULUS TREMULOIDES X 1829 12 POPLAR POPULUS TREMULOIDES X 1830 14 POPLAR POPULUS TREMULOIDES X 1831 11 POPLAR POPULUS TREMULOIDES 1832 10 POPLAR POPULUS TREMULOIDES 1833 15 POPLAR POPULUS TREMULOIDES 1834 11 POPLAR POPULUS TREMULOIDES 1835 6 POPLAR POPULUS TREMULOIDES 1836 7 POPLAR POPULUS TREMULOIDES 1837 7 POPLAR POPULUS TREMULOIDES 1838 10 POPLAR POPULUS TREMULOIDES 1839 LOST 1840 12 POPLAR POPULUS TREMULOIDES 1841 10 POPLAR POPULUS TREMULOIDES 1842 10 POPLAR POPULUS TREMULOIDES 1843 11 POPLAR POPULUS TREMULOIDES 1844 12 POPLAR POPULUS TREMULOIDES 1845 14 POPLAR POPULUS TREMULOIDES 1846 10 POPLAR POPULUS TREMULOIDES 1847 13 POPLAR POPULUS TREMULOIDES 1848 8 POPLAR POPULUS TREMULOIDES 1849 8 OAK QUERCUS SPP. 1850 11 POPLAR POPULUS TREMULOIDES 1851 13 POPLAR POPULUS TREMULOIDES 1852 12 POPLAR POPULUS TREMULOIDES 1853 10 POPLAR POPULUS TREMULOIDES 1854 12 POPLAR POPULUS TREMULOIDES 1855 13 POPLAR POPULUS TREMULOIDES 1856 11 POPLAR POPULUS TREMULOIDES 1857 9 POPLAR POPULUS TREMULOIDES 1858 14 POPLAR POPULUS TREMULOIDES 1859 9 POPLAR POPULUS TREMULOIDES 1860 9 POPLAR POPULUS TREMULOIDES 1861 10 POPLAR POPULUS TREMULOIDES 1862 6 CHERRY PRUNUS SEROTINA 1863 8 POPLAR POPULUS TREMULOIDES 1864 16 POPLAR POPULUS TREMULOIDES 1865 55 WHITE OAK QUERCUS ALBA 1866 10 PIN OAK QUERCUS PALUSTRIS 1867 39 RED OAK QUERCUS RUBRA 1868 7 RED OAK QUERCUS RUBRA X 1869 10 POPLAR POPULUS TREMULOIDES 1870 13 POPLAR POPULUS TREMULOIDES 1871 10 POPLAR POPULUS TREMULOIDES 1872 13 POPLAR POPULUS TREMULOIDES 1873 11 POPLAR POPULUS TREMULOIDES 1874 10 POPLAR POPULUS TREMULOIDES 1875 14 POPLAR POPULUS TREMULOIDES 1876 12 POPLAR POPULUS TREMULOIDES 1877 12 POPLAR POPULUS TREMULOIDES 1878 14 POPLAR POPULUS TREMULOIDES 1879 13 CHERRY PRUNUS SEROTINA 1880 15 RED OAK QUERCUS RUBRA 1881 21 BUR OAK QUERCUS MACROCARPA 1882 22 BUR OAK QUERCUS MACROCARPA 1883 16 BUR OAK QUERCUS MACROCARPA 1884 10 BUR OAK QUERCUS MACROCARPA 1885 10 BUR OAK QUERCUS MACROCARPA 1886 9 BUR OAK QUERCUS MACROCARPA 1887 8 BUR OAK QUERCUS MACROCARPA 1888 8 CHERRY PRUNUS SEROTINA 1889 14 POPLAR POPULUS TREMULOIDES 1890 11 POPLAR POPULUS TREMULOIDES 1891 12 POPLAR POPULUS TREMULOIDES 1892 15 POPLAR POPULUS TREMULOIDES 1893 9 POPLAR POPULUS TREMULOIDES 1894 14 POPLAR POPULUS TREMULOIDES 1895 16 OAK QUERCUS SPP. 1896 12 POPLAR POPULUS TREMULOIDES 1897 8 POPLAR POPULUS TREMULOIDES 1898 9 20' SCOTCH PINE PINUS SYLVESTRIS 1899 9 20' SPRUCE PICEA SPP. 1900 9 20' SPRUCE PICEA SPP. REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1901 9 20' PINE PINUS SPP. 3401 8 BUR OAK QUERCUS MACROCARPA 3402 18 BUR OAK QUERCUS MACROCARPA 3403 8 BUR OAK QUERCUS MACROCARPA 3404 18 CHERRY PRUNUS SEROTINA 3405 13 BUR OAK QUERCUS MACROCARPA 3406 6 BUR OAK QUERCUS MACROCARPA 3407 11 POPLAR POPULUS TREMULOIDES 3408 11 POPLAR POPULUS TREMULOIDES 3409 12 RED OAK QUERCUS RUBRA 3410 10 POPLAR POPULUS TREMULOIDES 3411 10 POPLAR POPULUS TREMULOIDES 3412 13 POPLAR POPULUS TREMULOIDES 3413 11 POPLAR POPULUS TREMULOIDES 3414 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3415 25 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3416 18 POPLAR POPULUS TREMULOIDES 3417 10 RED OAK QUERCUS RUBRA 3418 10 ASH FRAXINUS SPP. 3419 16 RED OAK QUERCUS RUBRA 3420 18 ASH FRAXINUS SPP. 3421 12 ASH FRAXINUS SPP. 3422 13 PINE PINUS SPP. X 3423 10 POPLAR POPULUS TREMULOIDES X ** 3424 12 POPLAR POPULUS TREMULOIDES X ** 3425 6 POPLAR POPULUS TREMULOIDES X ** 3426 9 POPLAR POPULUS TREMULOIDES 3427 12 POPLAR POPULUS TREMULOIDES 3428 11 POPLAR POPULUS TREMULOIDES X 3429 13 POPLAR POPULUS TREMULOIDES X 3430 11 POPLAR POPULUS TREMULOIDES X 3431 10 POPLAR POPULUS TREMULOIDES X 3432 11 POPLAR POPULUS TREMULOIDES X 3433 12 POPLAR POPULUS TREMULOIDES X 3434 12 POPLAR POPULUS TREMULOIDES X 3435 14 POPLAR POPULUS TREMULOIDES 3436 14 POPLAR POPULUS TREMULOIDES 3437 15 POPLAR POPULUS TREMULOIDES 3438 12 POPLAR POPULUS TREMULOIDES 3439 11 POPLAR POPULUS TREMULOIDES 3440 36 BUR OAK QUERCUS MACROCARPA 1 3441 12 POPLAR POPULUS TREMULOIDES X 3442 13 POPLAR POPULUS TREMULOIDES X 3443 9 POPLAR POPULUS TREMULOIDES X 3444 13 POPLAR POPULUS TREMULOIDES X 3445 12 POPLAR POPULUS TREMULOIDES X 3446 12 POPLAR POPULUS TREMULOIDES X 3447 11 POPLAR POPULUS TREMULOIDES X 3448 11 POPLAR POPULUS TREMULOIDES X 3449 10 POPLAR POPULUS TREMULOIDES X 3450 6 BUR OAK QUERCUS MACROCARPA 3451 10 POPLAR POPULUS TREMULOIDES 3452 12 POPLAR POPULUS TREMULOIDES 3453 10 POPLAR POPULUS TREMULOIDES 3454 12 POPLAR POPULUS TREMULOIDES 3455 10 POPLAR POPULUS TREMULOIDES 3456 11 POPLAR POPULUS TREMULOIDES 3457 11 POPLAR POPULUS TREMULOIDES 3458 11 POPLAR POPULUS TREMULOIDES 3459 13 POPLAR POPULUS TREMULOIDES 3460 14 POPLAR POPULUS TREMULOIDES 3461 9 POPLAR POPULUS TREMULOIDES 3462 10 POPLAR POPULUS TREMULOIDES 3463 9 POPLAR POPULUS TREMULOIDES 3464 8 POPLAR POPULUS TREMULOIDES X 3465 9 POPLAR POPULUS TREMULOIDES X 3466 11 POPLAR POPULUS TREMULOIDES 3467 6 POPLAR POPULUS TREMULOIDES 3468 7 POPLAR POPULUS TREMULOIDES 3469 8 POPLAR POPULUS TREMULOIDES 3470 8 POPLAR POPULUS TREMULOIDES X ** 3471 10 POPLAR POPULUS TREMULOIDES X ** 3472 9 POPLAR POPULUS TREMULOIDES X ** 3473 8 POPLAR POPULUS TREMULOIDES X ** 3474 9 POPLAR POPULUS TREMULOIDES X ** 3475 7 POPLAR POPULUS TREMULOIDES X ** 3476 8 POPLAR POPULUS TREMULOIDES X ** 3477 9 POPLAR POPULUS TREMULOIDES 3478 9 POPLAR POPULUS TREMULOIDES 3479 9 POPLAR POPULUS TREMULOIDES 3480 9 POPLAR POPULUS TREMULOIDES 3481 8 POPLAR POPULUS TREMULOIDES X 3482 34 WHITE OAK QUERCUS ALBA 3483 27 ASH FRAXINUS SPP. X 3484 12 POPLAR POPULUS TREMULOIDES X 3485 13 WHITE OAK QUERCUS ALBA X 3486 8 POPLAR POPULUS TREMULOIDES X 3487 6 POPLAR POPULUS TREMULOIDES X 3488 10 POPLAR POPULUS TREMULOIDES X 3489 34 WHITE OAK QUERCUS ALBA X 3490 10 POPLAR POPULUS TREMULOIDES X 3491 10 CHERRY PRUNUS SEROTINA X 3492 13 WHITE OAK QUERCUS ALBA 3493 9 PAPER BIRCH BETULA PAPYRIFERA X 3494 19 OAK QUERCUS SPP. 3495 10 POPLAR POPULUS TREMULOIDES 3496 26 RED OAK QUERCUS RUBRA X 3497 37 BOXELDER ACER NEGUNDO X 3498 9 POPLAR POPULUS TREMULOIDES X 3499 7 POPLAR POPULUS TREMULOIDES REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES X 3500 9 POPLAR POPULUS TREMULOIDES 601 36 BOXELDER ACER NEGUNDO MULTI STEM X 602 17 BUR OAK QUERCUS MACROCARPA X 603 10 POPLAR POPULUS TREMULOIDES X 604 9 POPLAR POPULUS TREMULOIDES X 605 9 POPLAR POPULUS TREMULOIDES X 606 12 CHERRY PRUNUS SEROTINA X 607 18 RED OAK QUERCUS RUBRA X 608 18 POPLAR POPULUS TREMULOIDES X 609 9 POPLAR POPULUS TREMULOIDES X 610 6 POPLAR POPULUS TREMULOIDES X 611 7 POPLAR POPULUS TREMULOIDES X 612 9 POPLAR POPULUS TREMULOIDES X 613 8 POPLAR POPULUS TREMULOIDES X 614 8 POPLAR POPULUS TREMULOIDES 615 9 POPLAR POPULUS TREMULOIDES 616 8 POPLAR POPULUS TREMULOIDES 617 9 POPLAR POPULUS TREMULOIDES 618 7 POPLAR POPULUS TREMULOIDES 619 19 RED OAK QUERCUS RUBRA 620 22 SILVER MAPLE ACER SACCHARINUM 621 52 SILVER MAPLE ACER SACCHARINUM MULTI STEM 622 60 SILVER MAPLE ACER SACCHARINUM MULTI STEM 623 46 SILVER MAPLE ACER SACCHARINUM MULTI STEM 624 31 SILVER MAPLE ACER SACCHARINUM MULTI STEM 625 70 SILVER MAPLE ACER SACCHARINUM MULTI STEM 626 30 SILVER MAPLE ACER SACCHARINUM MULTI STEM 627 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 628 20 SILVER MAPLE ACER SACCHARINUM 629 7 POPLAR POPULUS TREMULOIDES 630 9 POPLAR POPULUS TREMULOIDES 631 10 POPLAR POPULUS TREMULOIDES X 632 10 POPLAR POPULUS TREMULOIDES X 633 10 POPLAR POPULUS TREMULOIDES X 634 10 POPLAR POPULUS TREMULOIDES X 635 10 POPLAR POPULUS TREMULOIDES X 636 9 POPLAR POPULUS TREMULOIDES X 637 10 POPLAR POPULUS TREMULOIDES 638 28 BUR OAK QUERCUS MACROCARPA MULTI STEM 639 16 RED OAK QUERCUS RUBRA 640 18 RED OAK QUERCUS RUBRA 641 20 35' PINE PINUS SPP. X 642 15 CHERRY PRUNUS SEROTINA X 643 20 SILVER MAPLE ACER SACCHARINUM MULTI STEM 644 10 25' PINE PINUS SPP. 645 10 25' SPRUCE PICEA SPP. X 646 23 COTTONWOOD POPULUS DELTOIDES X 647 10 25' SPRUCE PICEA SPP. 648 10 25' SPRUCE PICEA SPP. 649 10 25' SPRUCE PICEA SPP. 650 10 25' SPRUCE PICEA SPP. 651 10 25' SPRUCE PICEA SPP. 652 25 AMUR CHERRY MULTI STEM X 653 30 RED OAK QUERCUS RUBRA X 654 30 RED OAK QUERCUS RUBRA X 655 9 20' SPRUCE PICEA SPP. X 656 15 30' SPRUCE PICEA SPP. 657 30 WHITE OAK QUERCUS ALBA 658 10 25' SPRUCE PICEA SPP. TREES NOT TAGGED PT 3069 10 OAK QUERCUS SPP. PT 1662 30 OAK QUERCUS SPP. PT 3070 12 SPRUCE PICEA SPP. PT 1392 12 OAK QUERCUS SPP. PT 3057 14 PINE PINUS SPP. TREES IN ADJACENT PROPERTY X 12 POPLAR POPULUS TREMULOIDES X 12 OAK QUERCUS SPP. X 12 SPRUCE PICEA SPP. X 14 SPRUCE PICEA SPP. X 12 SPRUCE PICEA SPP. NOTE ** TREE ON LOT 5 TO BE REMOVED BY LOT BUILDER. TREE PRESERVATION SUMMARY ORD. SEC 31-522 TOTAL EXISTING SIGNIFICANT TREES 362 TREES + 5 TREES OFF —SITE = 367 TREES TOTAL REMOVE SIGNIFICANT TREES 114 TREES + 5 TREES OFF —SITE = 119 TREES (32.4%) TOTAL EXISTING SIGNIFICANT TREES 5,359 DBH. TOTAL REMOVED EXISTING SIGNIFICANT TREES 1,482 DBH. (24.7%) TOTAL REMOVED CROWN COVER OF SIGNIFICANT TREES 24.7% (35% ALLOWANCE WITH NO REPLACEMENT REQUIRED) TOTAL AREAS OF EXISTING CROWN COVER 303,963 SF. TOTAL AREAS OF REMOVED EXISTING CROWN COVER 118,730 SF. (39.1%) (50% ALLOWANCE WITH NO REPLACEMENT REQUIRED) THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT SUBMITTAL 12/18/14 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th tO i a duly Licensed Lan.-..p hitect Tl" Qr the laws of t�� Sit- of M�iLPd� � COSI Pilarsinee Saraithong DATE REGISTRATION NO. 45059 12/18/14 SHEET L102CLS02.DWG TREE PRESERVATION SCHEDULE L1.2 PROJECT NO. CLS14002 PLANNING COMMISSION MEETING DATE: January 14, 2014 CASE NO.: 2014-40 APPLICANT: Madeline Fyten, applicant, REQUEST: Request for a Special Use Permit for a proposed Brewery and Tap Room facility to be located in the structure located at 114 Chestnut Street East ZONING: CBD-Central Business COMP PLAN DISTRICT: DMU-Downtown Mixed Use PREPARED BY: Abbi Jo Wittman, City Planner REQUEST The applicant is requesting a Special Use Permit for a micro-breweryl in the basement of the structure located at 114 Chestnut Street East. The operation would be known as St. Croix Brewery. A tap room, a use similar to a restaurant, is proposed to be located on the main floor of the structure. This use, too, requires a Special Use Permit. The third story would not be a use associated with the brewery at this time. While the applicant's narrative does indicate a future plan of a beer garden in the existing garden space, this is not requested for review at this time. APPLICABLE REGULATIONS AND REGULATIONS Section 31-325 indicates light manufacturing and restaurants in the Central Business District require a Special Use Permit. Section 31-207 establishes the review standards for Special Use Permits: 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations. Comprehensive Plan Chapter 6, Local Economy, indicates an objective of supporting business expansion in the downtown commercial district. This would be achieved through the following ' Micro -breweries in the CBD Zoning District are considered substantially similar to "light industrial that is clean and compatible with surrounding properties". And this light industrial use is allowed in the CBD by SUP. implementation actions: "[e]ncourage small, locally owned, businesses particularly in the Downton" and "[p]romote office and service job locations in and around the downtown." Comprehensive Plan Chapter 7, Economic Development, indicates a goal of promoting and maintaining the downtown as a central focus for community, economic and cultural activity as "tourism has allowed the Stillwater downtown to avoid the vacant buildings and physical decline seen in other traditional downtowns." The brewery and tap room will help support these goals, objectives and implementation actions. The proposed use is allowed within the subject zoning district, if it is found compatible with surrounding uses. In review of the request with City staff, the following item was determined to be an item of concern: • Parking and Traffic: The proposed use of restaurant and light manufacturing does not meet the required off-street parking requirements. However, the proposed use is a reduction in intensification from the last use of the property, Marx Restaurant. The parking situation for the last use is considered to be grandfathered. And since the proposed use is not an intensification, then the off-street parking requirements are considered to be met. The property does contain two off-street spaces the applicant has indicated will serve as a loading and unloading area when feasible and practical. • Exterior changes: Although no exterior changes have been proposed, Section 31-319 of the Stillwater City Code requires that the Heritage Preservation Commission (HPC) conduct a design review on exterior changes, signage and waste receptacle. The applicant is aware the HPC will review all exterior changes to the structure, noting preservation of this prominent historic resource is the long term goal. 2. Any additional conditions necessary for the public interest have been imposed or use and/or structure will not constitute a nuisance or be detrimental to the public welfare of the community. • Staff has received one letter of opposition from Mr. Richard Kilty, owner of the structure located at 200 South 3rd Street. Mr. Kilty is in opposition to having an alcohol establishment in this structure as there is no onsite parking. ALTERNATIVES AND RECOMMENDATION The Commission has the following options: 1. Approve the Special Use Permits with or without conditions. If the Commission would like to approve the Case No. 2014-38 with conditions, staff would recommend the following: a. Exterior facade modifications, including signage, shall be reviewed and approved by the Heritage Preservation Commission. CPC 1-14-14 (SUP/2014-40) 114 Chestnut Street East Page 2 of 3 b. All existing and future trash receptacles shall be stored inside the building at all times with the exception of the day of trash collection. c. The Use Permit shall be valid for operations inside the structure only. Any food or beverage sales outside of the building shall require a Special Use Permit amendment prior to commencing. d. Prior to the operating of the tap room, a municipal tap room license shall be obtained. e. Plans and the use will need to be approved by the engineering, fire and building officials before the issuance of a building permit. f. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. 2. Determine that the proposed events center is not consistent with the Special Use Permit provisions or the Comprehensive Plan and deny the Special Use Permit. 3. Table the application requesting more information be brought back before the Commission at their February 11, 2015, meeting. ATTACHMENTS Site Location Map Narrative Request (2 pages) Site Survey Floor Plans (3 pages) German Beer History (3 pages) Brewmaster Resume (2 pages) CPC 1-14-14 (SUP/2014-40) 114 Chestnut Street East Page 3 of 3 - � 102 iit, ..ice_ O ,, i _ v ,,,,,-.,. ow SJH1watiz ;1 `i i- { 200 , ^ �) 132 101 '; 109 ,� �.- �\ I` r;,. - r 124 r \(Pc it:r• ¢ \-` 10 111 .4'! 126 + 202 1110 21,3 r 210 h '� 1-' " '"u` 214 121 _ \ �_ 224 'rk 107 ` .�. 204 - - T.'_- ` " /� ` � The Birthplace of Minnesota 114 Chestnut Street East SITE LOCATION '` \. S 0 45 90 180 Feet moo' a Ul Z YRlk O EPSN 7 o c y r 1. y e w .y r� riurt O N ..e0 CHE`� INV� U ��� EPS m � li , 0 1 - f y ... I C. Z 320 MIIMMTialfiliMin Proposed Use Brunswick House 114 East Chestnut Street Stillwater, MN 55082 December 19, 2014 Madeline Fyten St. Croix Brewing Company, LLC P.O. Box 16545 St. Paul, MN 55116 Dear Planning Commission, Please find the following Proposed Use of the Brunswick House and Timelines. Our proposed use for the Brunswick House is to develop a Brewery Company Store, Micro Brewery, Tap Room and Beer Garden, which will be accomplished through the following six phases. Phase 1: Clean and paint the inside four -season porch and adjoining first floor space for the Brewing Company Store, where brand wearables and accessories will be sold. Timeline — open within the first quarter of 2015 Phase 2: Clean, paint walls and ceilings of the basement to prepare for the Micro Brewery installation, where kegs, casks, growlers, and 750 ml bottles will be produced. Timeline — operational within the first quarter of 2015 Phase 3: Clean, paint walls and ceilings, along with sanding and staining floors of the fireplace and pub rooms to prepare seating and tables for the Tap Room; as well as, install a small pub bar for dispensing pints of cask and kegs ales and stouts. Timeline — operational in the second quarter of 2015 Phase 4: Plan, weed and plant the outdoor space for a beer garden. Timeline — operational in the second quarter of 2015 Phase 5: Clean, paint, and stain the stairwell and three upstairs rooms. Timeline — work on upstairs in the third and fourth quarters of 2015 Phase 6: Assess and prepare plans for restoration of outside building walls. Timeline — accomplished during first and second quarters of 2015 Put out to bid for building outside walls restoration. Timeline — second quarter of 2015 Restore outside walls. Timeline — second / third quarter of 2015 (weather dependent) The completion of the preceding phases will positively impact the neighborhood. We believe the Brunswick House's restoration will enhance the immediate community, including neighbors and the City of Stillwater as a whole. Many, such as city officials and our next -door neighbor, have spoken with us about how pleased they are to hear news of the building's future plans. The Tap Room will be similar to pubs of the old world, and in keeping with the historic roots of the St. Croix Brewery in Stillwater, the city's historic setting and the building's history. We envision the brewery will serve as a place where tourists can treasure Stillwater's history and charm, while locals feel they can drop in to catch up on the days news while enjoying a pint of our authentic ales and stouts. Given the building's size, the Brunswick House lends itself well to what is referred in the British Isles as a "Local," or neighborhood brewery / tavern. In order to continue this brewing tradition, we plan on producing "Real Ale" or what is known as cask conditioned beer along with keg beer. Our plan for the beer garden is to follow in the footsteps of Mark Hansen by creating a special space as he did years ago when his Harvest Inn & Gardens were located at the property.. The garden will be a place where folks can come sit and enjoy a beer while relaxing in the fresh air. We expect from time to time to offer acoustic music and Jazz. Finally it is our plan to work with the Stillwater chamber, as well as other local bars, restaurants, brewers, wineries and businesses in order to bring tourists and reconnect downtown to the local community (as traffic pressure begins to change with the new bridge coming online in 2016). In bringing the historic St. Croix Brewing Company back home, the city of Stillwater will be blessed with four breweries and two wineries, which will make it a thriving tourist destination and a great asset for the local community. Tod and I are very excited about the project and look forward to working with the city to accomplish these plans. Sincerely, Wade/trite 6Ajteot STI LLWATER Gopher State One CaII TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 NORTH 0 10 20 SURVEY NOTES: 1. BEARINGS ARE ASSUMED. 3. ELEVATIONS BASED ON CITY OF STILWATER BENCHMARKS. 4. THERE MAY SOME UNDERGROUND UTILITIES,GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. PARKING THERE ARE NO VISIBLE PARKING STRIPES ON THIS PARCEL VICINITY MAP 0 z (NOT TO SCALE) C.S.A.H. 12 (WEST MYRTLE STREET SITE _. -C` SPA 23 \I a. r' 4 \\G • 4 _y 0 0, / 3'' E 2 N750 66 \ 4 a 4 4 a 4 4 4 4 / \ FOUND 1/2" IRON -\�I PIPE 0.48' NORTH OF PARCEL CORNER — NO MONUMENT SET m 0 vJ PRO(- F SET P.K. NAIL AT PARCEL CORNER FOUND 1/2" IRON PIPE AT PARCEL--, CORNER -C Cp 0 2 6' 1 1 S�2 2 I / 5 0,1 '' E N7 2° 25 2 UT TN C,1-1E/_\5\ EAST - r / • 4- LT LT • SET "X" ON TOP OF WALL WITH MARKER AT PARCEL CORNER / / i GP5 /, v ���R I \ o / \ g\Ga -'4 v • A,��OG� 2A SOUPY\ a SET P.K. NAIL AT PARCEL CORNER 4 m 0 EXISTING LEGAL DESCRIPTION: The West 25 feet of Lot 5; the East 50 feet of Lots 6 and 7; the East 50 feet of the South 30 feet of Lot 8, Block 24, of the Original Town (now City) of Stillwater as amended by Myron Shepard's Perfected Plat of the City of Stillwater dated May 31, 1878. TITLE INFO: The Attorney' Title Insurance Fund, Inc. Title Commitment file number CA-0341322, dated September 9th, 2005 was relied upon for the existing legal description per Schedule A of Commitment and matters of record such as easements and encumbrances. AREA TOTAL AREA OF PARCEL = 7,806 SQ.FT. BUILDING SETBACK & ZONING INFO ZONING: CENTRAL BUSINESS DISTRICT GENERAL OFFICE IS A PERMITTED USE IN THIS ZONING DISTRICT. UNDERGROUND UTILITIES NOTES: THE UTILITIES SHOWN HEREON WERE FIELD LOCATE PER VISIBLE STRUCTURES WHERE POSSIBLE. UTILITY NOTE: NO UNDERGROUND UTILITIES WERE LOCATED AS PART OF THIS SURVEY LEGEND: DENOTES MONUMENT SET AND MARKED RLS 25718 DENOTES FOUND MONUMENT AS MARKED WELL WATER VALVES HYDRANT CATCH BASIN/STORM MH CULVERT/F.E.S. SANITARY MANHOLE CLEAN OUT SIGN UTILITY POLE in 0 eM GM As LIGHT POLE HAND HOLE TELE/ELEC BOX ELECTRIC METER/GAS METER GAS VALVE ELECTRIC LINE TELEPHONE LINE FIBER OPTIC LINE WATER LINE STORM SEWER LINE SANITARY SEWER LINE FENCE CURB CONCRETE CONTACT: ST. CROIX BREWERY Todd Feyton CONTACT: METRO EAST COMMERCIAL REAL SERVICES JON WHITCOMB 651-283-4884 CITY - COUNTY: CITY OF 5T1 LLWATER WASHINGTON, COUNTY REVISIONS: DATE REVISION 7-22-14 FIRST ISSUE CERTIFICATION: I hereby certify that this plan 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. Daniel L. Thurmes Registration No: 25718 Date: 7-22-14 PROJECT LOCATION: 7 7 CHESTNUT STREET E PID #2803020420100 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 da@ cssurvey .net CORNERSTONE LAND SURVEYING, INC FILE NAME PROJECT NO. SURVJW41 JW14041 CERTIFICATE OF VICINITY MAP SECTION 28, TOWNSHIP 30, RANGE 20, WASHINGTON COUNTY SURVEY Wowing No. W.H. W.N. B. P. Plan No. Ow¢i Dote 8-10-14 Wood M OOM. BASEMENT LEVEL SCALE 1/5" = 1'-0" St. Croix Brewing Company 114 Chestnut Street Stillwater, MN. dr....wno&char... by: Michael Fyten 8HAWME. K8. 6e210 as 909-n,o J ❑ PR 4ax6. BI-FD lst FLOOR SCALE 1/5" = 1'-0" Drci.xli.K .1. Plan No. Noir Dal. e-ro-ia St. Croix Brewing Company a*aaa..0, &, of 2 9os1 !mod fa Ca*. PrAslon Dal, 114 Chestnut Street Stillwater, MN. Michael Fyten 81A9"'Ka 1,176 V PORCH BELOW L D. Da. 6-10-14 11.u.tl !a. DaM. R.4111en Dale ti 6 20'-6" 2nd FLOOR SCALE 1/8" = I'-O" St. Croix Brewing Company 114 Chestnut Street Stillwater, MN. dmau:ny� 8r dear. 6v: Michael Fyten MAMIE K9.06215 ao1-mo German beer flowed in Dutchtown • Story • Comments Print Create a hardcopy of this page Font Size: Default font size Larger font size 2 Photo from the collection of the Washington County Historical Society German beer flowed in Dutchtown At its peak Knips Brewery, shown here in 1935, produced 450 barrels of beer annually. Posted: Thursday, March 15, 2012 11:01 am I Updated: 11:12 am, Thu Mar 15, 2012. by Brent Peterson/Stillwater Historian I 0 comments New exhibits and displays are being formed in the Warden's House Museum on North Main Street in Stillwater. The new displays will depict even more history of the St. Croix Valley and the county as the Washington County Historical Society prepares for its upcoming season. One of the new displays investigates the brewing history of Stillwater. In the Schulenberg Addition to Stillwater, commonly known as "Dutchtown," there was a man named Gerhard Knips who began a brewery in late 1858 or early 1859. That part of Stillwater had the largest German settlement in the city, and it would only make sense it would bring its brand of beverage to the area. Knips, with his wife Matilda and young son Robert, constructed a three-story building at a cost of $1,000. They came from St. Louis, and it was here Knips began the St. Croix Brewing Company. The Stillwater Messenger of Jan. 2, 1866 described a fire at Knips' Brewery in Schulenberg's Addition. The fire started in the early evening. The two upper stories were "constructed of wood and occupied as a residence." That portion of the building was completely engulfed in flames, "but through the exertions of our citizens the most valuable portion of the building, cellars, and most of the stock were saved. Loss $1,500." For the citizens of Dutchtown, their beer was saved. The Stillwater Gazette on Dec. 13, 1870 commented on Knips' recent improvements to the brewery. "He has made large excavations under the bluff in the rear of his brewery, about 40 feet in length," said the report. The reporter also commented on the expense of those improvements, saying "he has expended this season about $1,000 in the way of repairs and improvements." Seven years later, the Gazette reported that Knips was getting out of the brewing business. "We understand" the reporter said, "that the Knips brewery has been leased to Messrs. Fred Maisch, D. Millbrook and Jos. Honar — the latter a practical brewer of good repute. The new firm will take possession of the works to -morrow, Feb. 1. We wish them success." The new enterprise did not work out, and just a few years later, the brewery buildings were sold to Seymour, Sabin & Company. At the peak of production, the Knips brewery produced 450 barrels of beer annually, compared to Joseph Wolfs peak of 25,000 barrels per year. The Knips family moved away from Stillwater in the late 1870s to Nobles County, Minn. On March 18, 1879, the organizational meeting for Leota Township in Nobles County was held at the Gerhard Knips home. Clara Knips, a daughter of Gerhard, was one of the first graduates from Stillwater High School in 1876. She later became a schoolteacher at the Lincoln School in Stillwater. Also staying in Stillwater was their son Emil, who worked for the Stillwater Mills. Peter Newhouse later purchased the brewery building. Newhouse made some general repairs and added a 60 X 40 woodshed in the spring of 1913. He made the building into a boarding house in which as many as 16 families lived during the WWI, when the Twin City Forge and Foundry Company brought in a lot of people to work in the munitions plant. The state of Minnesota decided to widen Highway 95 in 1935 and the brewery building was torn down that November. The back wall was used as a retaining wall for the bluffs, and it was on that wall a plaque dedicated to the Tamarack House was placed. Today the roadside rest is all that is left of the once -busy brewery that helped a thirsty German emigrant get through a tough day at the sawmill. The plaque that adorns the wall of the brewery honors the Tamarack House, but there should be a similar plaque to honor the immigrants who came and helped make Stillwater the lumber capitol of the world. Brent Peterson is executive director of the Washington County Historical Society and author of "Stillwater: The Next Generation." He can be reached at 651-439-5956. TOD FYTEN II Mailing - P.O. Box 16545 St. Paul, MN 55116 tod.6ten ii,gmail.com 651-387-0708 hrtp://www. fytenburgbeer.com h ftp•i/www.stcroixbeer. cons blti., //www'.lf.us c')ia1!_tell, nxn. EXPERIENCE BREWERS DIGEST, LLC Publisher & Director of Marketing International Brewery Technical Publication, est. 1933 ST. CROIX BREWING COMPANY, LLC President & Brewer Craft Brewery, est 1995, originally founded in 1858 2006 - Present 2003 - Present MANTORVILLE, DBA STAGECOACH BREWING COMPANY, LLC 1999 - Present President & Brewer Craft Brewery, est. 1996, originally founded in 1857 2011 MN Legislative Accomplishment - Co -Authored and assisted passage of Taproom Bill (Passed) 2006 MN Legislative Accomplishment - Assisted Passage 750 ML On Sale Brew Pub / Brewery Bill (Passed) 2005 MN Legislative Accomplishment - Co -Authored Brew Pub Bill (Passed) 2003 MN Legislative Accomplishment - Co -Authored Growler Bill for Production Breweries (Passed) 2001 MN Legislative Accomplishment - Assisted Passage of Growler Bill for Brew Pubs (Passed) THEODORE FYTEN, DBA FYTENBURG BREWING COMPANY, LLC President & Brewer Craft Brewery, est 1999 1999 - Present MIDWEST, ROCKY MOUNTAIN, NORTHWEST BEER NOTES Co -Founder Marketing Director Craft Beer Publisher 1995 MN Legislative Accomplishment - Co - Authored Micro Brewery License Fee Bill PEPIN HEIGHTS APPLE ORCHARD Cider Brewer Cider Brewer 1991 - 1999 1989 - 1990 JAMES PAGE BREWING COMPANY 1986 - 1989 Marketing Director & Brewer Craft Brewer 1988 MN Legislative Accomplishment - Assisted Passage of Off Sale Beer Sampling Bill (Passed) MC LEAN DISTRIBUTING 1983 - 1985 Sales Representitive Import / Craft Beer Wholesale Representative Bottle Water Representative (Cold Spring Mineral Water) Campus Representative (Pabst & Leinenkugel Brewing Companies) MINNEAPOLIS GRAIN EXCHANGE Public Relation Intern Public Relations Intern EDUCATION 06 / 1983 - 08 / 1983 UNIVERSITY OF ST. THOMAS 1980 - 1985 Bachelor of Arts (BA) , Business Administration and Management, General Iota Omega Chi Fraternity (Inns of Court - Pre Law Fraternity) St. Thomas Rugby Football Club, International Business Club, Intramural Hockey Club UNIVERSITAT TRIER / UNIVERSITY OF TRIER 1983 - 1983 German Studies ST. THOMAS MILITARY ACADEMY High School Diploma , Liberal Arts and Sciences/Liberal Studies Wrestling team, Football team, Intramural hockey HONORS 1976 - 1980 2012 Brewery of the Year Peoples Choice Award First Annual Katie Brew Fest - St. Catherine University Official Beers of The O'Shuanessy 2012 / 2013 Theater Season 2012 3rd Place Brewery of the Year (La Crosse Brew Fest) Eagle Scout, with Palms Order of the Arrow USJROTC Army Expert Marksman & Sharpshooters Badges INTERESTS Beer & Brewing Wine & Wine Making Spirits & Distilling Soda & Beverage Manufacturing Hunting Fishing ASSOCIATIONS St. Paul Rugby Football Club (Pigs) 1986 - 1989, Holy Spirit Parish Mens Club, St. Thomas Academy Father's Club, Ducks Unlimited LANGUAGES • German