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PC PACKET 071422
i CITY O� AgendaEST.1906 Hugo Planning Commission Thursday, July 14, 2022 Hugo City Hall 7:00 PM A. ROLL CALL: Arcand, Derr, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. March 26, 2022 D. PUBLIC HEARING 1. Integrity Land Development, Inc. Preliminary Plat for a residential development to be known as "Goodview Estates" for property located at 13452 Goodview Avenue North. E. NEW BUSINESS F. OLD BUSINESS 1. Update on the June 9t" Future Central Business (FCB) zoning district neighborhood meeting. G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651)762-6304 or rjuba@ci.hugo.mn.us,thank you. Minutes for the Planning Commission Meeting of Thursday, May 26, 2022 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Kleissler, Petty ABSENT: Lessard STAFF: Rachel Juba, Community Development Director Shayla Denaway, Parks Planner Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of April 28, 2022 Commissioner Petty made a motion, seconded by Commissioner Derr to approve minutes for the meeting of April 28, 2022. Ayes: Derr, Kleissler, Petty Abstain: Arcand Motion carried. Public Hearing: Cathleen Pastorius- Request for a lot split for the property located at 5342 142nd Street North. Staff provided a background on the request submitted by Cathy Pastorius for a lot split of property located at 5342 142nd Street North. The applicant is requesting approval of a lot split to create two lots out of a 1.23 acre lot. The proposed lots are 0.73 acres and 0.50 acres. The property was platted with the Oneka Estates development located north of the Bald Eagle Industrial Park. Sewer and water connections will come from 142nd Street and SAC and WAC fees will need to be paid in addition to the park dedication fee. A grading plan will have to be submitted to the City prior to the issuance of a building permit for the proposed lot. The properties are in the Single Family Detached Residential (R-3) zoning district which requires a minimum lot size of 10,400 square feet and a minimum lot width at the front setback line of 80 feet. Both proposed lots meet the minimum standards outlined in the zoning code. Staff recommended the Planning Commission open the public hearing and hear public comment. Staff recommended approval of the lot split, subject to the conditions in the resolution. Chair Kleissler Chair Kleissler invited the applicant, Cathleen Pastorius, at 5342 142nd Street North, Hugo, MN 55038 to address the Commission. They did not wish to comment. Chair Kleissler opened the public hearing at 7:03pm. No comments were received. May 26, 2022 PC Minutes Page 2 Chair Kleissler closed the public hearing at 7:04pm. Commissioner Petty made a motion, seconded by Commissioner Arcand, to approve the lot split, subject to the conditions on the resolution All ayes. Motion carried. Public Hearing: M/I Homes of Minneapolis/St. Paul, LLC- Preliminary plat and PUD General Plan for a residential development to be known as "The Shores of Oneka Lake." Staff provided a background on the request of a Preliminary Plat and Planned Unit Development (PUD) for a residential development to be known as "The Shores of Oneka Lake" located east of Highway 61 and west of Oneka Lake. The property totals 131.66 acres and is comprised of three parcels with 95.99 buildable acres. The preliminary plat includes 218 residential lots, and 10 outlots. The existing property guided Low Density Residential and will have a density of Density of 2.27 units per buildable acre. The apartments shown on outlot C were not a part of the approval request. The applicant is showing a combination of single family homes, villa homes, and twinhomes in four phases. A roundabout will be constructed at 1591" Street which they have requested a permit for from MNDOT. Previous sketch plans have been reviewed on this site and feedback highlighted the importance of access to Highway 61 and preservation of trees and natural resources. An Environmental Assessment Worksheet was completed for these properties in 2006 and since this project is similar, but smaller, a new EAW will not be required. The applicant is requesting PUD flexibility for lot size, setbacks, and shore land regulations. In exchange, they are providing public open space along Oneka Lake, trails, preservation of existing trees, stormwater reuse irrigation, and architectural anti-monotony design guidelines. The Parks Commission approved the developer's proposal to dedicate 3.89 acres of park land adjacent to Oneka Lake and the payment of the fee for the remaining requirement totaling$441,014. Staff recommend approval of the PUD and preliminary plat for M/I Homes for the development to be known as "The Shores of Oneka Lake", subject to the conditions listed in the resolutions. John Rask with M/I Homes addressed the Planning Commission. Commissioner Arcand asked about the lake shore. Rask discussed construction of a paved city trail on the ice ridge, natural plantings, and expansion of existing park areas, all to be discussed further with the Parks Commission. Commissioner Arcand asked about monument signage. Rask stated that none are planned now,just additional landscaping at entrances. Chair Kleissler opened the public hearing at 7:30pm. May 26, 2022 PC Minutes Page 3 Jeff Tews, 15488 Goodview Trail North, asked about the tree line at the south end of the development. Juba highlighted the areas of tree preservation, where construction will take place, and the power line easement. Tews asked if the main access point will be at 1591". Juba discussed that neighborhood traffic patterns are unknown, but that the developer is requesting a construction access off of Highway 61. Tews asked about damage to the roads of the existing roadways. Juba shared information about the city's road improvement program. Tews asked about barriers to the businesses on Highway 61. Juba re-stated that additional landscaping will be provided as a buffer to the industrial properties. No further comments were received. Chair Kleissler closed the public hearing at 7:37pm. Commissioner Derr asked about the maintenance responsibility of the proposed trails. Juba stated that the city will maintain the trails, especially when constructed on property dedicated to the City. Commissioner Petty asked about the access to Highway 61 serving the neighborhoods to the south. Juba shared that the outlet was required with development of this site and will serve neighborhoods to the south Chair Kleissler asked about timing of construction of the bridge and roundabout. Juba stated that construction of the ditch culvert and the roundabout are proposed to be with the first phase and that prior to issuance of building permits of the second phase that the roundabout will need to be in operation. Mass grading of the site will occur. Commissioner Petty asked what the timing of the phases looked like. Rask shared that grading of phase one will occur as early as August, phase two in 2023, and phase three in 2024 or 2025 depending on absorption. The development is likely to take 5 years based on market demand. Derr stated that the development flows nicely with the development to the south and they have done a good job with the site constraints. Commissioner Arcand made a motion, seconded by Commissioner Derr, to approve the PUD and preliminary plat for M/I Homes for the development to be known as "The Shores of Oneka Lake", subject to the conditions listed in the resolutions. All ayes. Motion carried. New Business: Liberty Classical Academy- Site plan for property located at 10158 122nd Street North. Juba presented background the site plan proposed for additional parking and a main entrance canopy addition to the former Withrow Elementary School building. Liberty Classical Academy private school May 26, 2022 PC Minutes Page 4 has purchased the property and the school will be used for their pre-k through 2nd grade education program. The parking lot extension allows for stacking student during drop off as busing is not planned. The canopy is proposed to be expanded by 1,800 square feet with materials that complement the existing building. The application is in keeping with the city code. Staff recommends approval of the site plan request submitted by Liberty Classical Academy, subject to the conditions listed in the resolution. Chair Kleissler invited the applicant to address the Commission. Morgan Trainer, representing Liberty Academy, discussed that they are excited about the opportunity to utilize the abandoned building to grow Liberty Academy in Hugo. Interior renovations have been the priority but the expansion of the parking lot and canopy allows for better parent drop off and a new face to the building. Commissioner Arcand asked if this project allows for expansion of the Academy. Trainer stated that the new building in Hugo allows for pre-k to second grade to move to Hugo and expand enrollment. Third through twelve grade will stay in White Bear Lake. Commissioner Petty shared that she is happy to see the Withrow building back in use. Trainer shared that they have received positive feedback from the neighborhood. Derr asked the applicant to be sensitive to the neighbors and consider landscaping to screen the stacking cars. Commissioner Derr made a motion, seconded by Commissioner Petty, to approve the site plan request submitted by Liberty Classical Academy, subject to the conditions listed in the resolution. All ayes. Motion carried. Announcements Juba reminded that there will be a neighborhood meeting for residents in the Future Central Business District on June 9th at 6:00pm. Adjournment Commissioner Arcand made a motion, Commissioner Derr seconded, to adjourn at 7:56pm. All ayes. Motion Carried. Respectfully Submitted, Shayla Denaway, Parks Planner Agenda Number D.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Integrity Land Development, Inc. Request for Preliminary Plat for "Goodview Estates" consisting of 59 single family homes and 2 outlots on approximately 70 acres located at 13452 Goodview Avenue North. DATE: July 5, 2022 for the Planning Commission Meeting of July 14, 2022 ZONING: Single Family Detached Residential (R-3) LAND USE: Low Density Residential (LD) REVIEW DEADLINE (120-days): September 14, 2022 1. DESCRIPTION OF REQUEST: The applicant is requesting preliminary plat approval for 59 lots and 2 outlots on approximately 70 acres, 36.7 acres of buildable land, to be known as "Goodview Estates". The outlots within the plat contain stormwater ponds and wetlands. The net density of the project is 1.6 units per acre. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north are zoned Single Family Detached Residential (R-3) and are guided as Low Density Residential (LD) in the 2040 Comprehensive Plan. They are residential lots in the Birch Tree Pond neighborhood. The properties to the east are Future Urban Service (FUS) and are guided as Low Density Residential (LD). They are five acre lots and occupied by single family homes. The properties to the south are zoned Planned Unit Development (PUD) and Single Family Detached Residential (R-3) and are guided as Low Density Residential (LD). They are a mix of larger lots and the residential lots in the Adelaide Landing development and are occupied by single family homes. The property to the west is zoned Planned Unit Goodview Estates Preliminary Plat Page 2 Development (PUD) and guided as Low Density Residential (LD). The property is developed with residential lots and single family homes in the Adelaide Landing development. B. Natural Site Characteristics The property is generally flat and contains wetlands, ditches, and several trees. The existing home and accessory building on the property is proposed to be removed or demolished. 3. ANALYSIS: A. Level of City Discretion in Decision-Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Comprehensive Land Use Regulations. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards Development Phasing The development is proposed to be completed in one phase. Lot Size The R-3 zoning district requires a minimum lot size of 10,400 square feet and a minimum lot width of 80 feet. The lot sizes range between 27,326 and 10,405 square feet, with an average lot size of 13,643 square feet. The lots comply with the ordinance standards. The final easement dimensions will be reviewed with the final plat application. Density The maximum development density in the R-3 zoning district is 3 units per 1 acre. The applicant is proposing a residential net density of 1.60 units per I acre, which fits the requirements of the R-3 zoning district. Setbacks The R-3 zoning district requires a 30-foot front and rear yard setback and a 10-foot side yard setback. The plans would comply with the setback requirements. Landscaping/Lighting The landscape ordinance requires two over story shade trees in the front yard of each lot. The applicant is proposing trees in the boulevards along the streets and in the front yard of each lot. The proposed landscape plan meets the code requirements for single family home developments. Goodview Estates Preliminary Plat Page 3 The applicant has not submitted a lighting plan for the development, but shall meet the requirement for street lighting in residential zoning districts. The street lighting shall be reviewed and approved by City staff prior to installation with the final plat for each phase. Drainage/Grading The City will review and issue a stormwater management permit for the development. The plans include managing stormwater through a combination of ponds and a stormwater reuse system. While there is not regulated FEMA floodplain on the site, there is RCWD regulated floodplain present. The RCWD regulated floodplain elevation for this area is 929.82. All fill below the regulated floodplain elevation will require compensatory storage. The design is generally consistent with stormwater rules as proposed, and staff will work with the applicant to finalize the plans and technical requirements and issue a stormwater permit as the project moves forward Water Re-use The plans include the installation of a stormwater reuse system to be utilized to irrigate individual lots. The City will determine if the proposed system is feasible from a water availability and equipment standpoint and staff will finalize the technical details as the project moves forward. The system will be installed by the applicant and owned/operated/maintained by the homeowner's association. The system will be part of the overall stormwater management improvements to be included as part of the stormwater permit. A stormwater reuse agreement between the City and the applicant shall be recorded. The agreement will include provisions that will allow the City to operate the system in the event that it is necessary to maintain compliance with the stormwater permit. The provisions will include an ability to assess any City costs associated with operation and maintenance of the system. Staff is working with the applicant to determine whether or not the water reuse system will generate stormwater management credits beyond those required to meet their own permitting requirements. If that is the case, the City will include in its use agreement with the developer that excess credits generated are the property of the City. Wetlands The property includes some wetlands, which have been delineated and approved by the City as LGU. The applicant is proposing to impact a small portion of wetlands for street construction and grading. The applicant has submitted a wetland replacement plan to the Technical Evaluation Panel (TEP) for approval of the wetland impacts. The wetland replacement plan will need to be approved prior to final plat approval. Utilities Watermain is proposed to be extended south from the Birch Tree Ponds development from existing stubs extending from 1351h Street. Watermain will be installed to the street limits but is not proposed to be extended further. Goodview Estates Preliminary Plat Page 4 Sanitary sewer is proposed to be extended south from the Birch Tree Ponds development from existing stubs extending south from 135th Street. Both current stubs are 10"pipe but will be reduced to 8' throughout the development and are not proposed to be extended beyond the current development limits. Adjacent areas are served from different sewer service districts. Streets/Access Access will occur from Goodview Avenue and two existing stub streets located off of 135th Street in Birch Tree Ponds. The applicant has provided right-of-way along Goodview Avenue and trail easement to accommodate a future trail along the west side of Goodview Avenue, consistent with the Comprehensive Plan. The applicant will be responsible to place in escrow, money to cover future costs of trail and conversion of Goodview Avenue to an urban section, along the length of their property adjacent to Goodview Avenue. This will be documented in the development agreement with the final plat. Parking The City requires each home to provide a minimum of 2 parking spaces. We have included this as a condition of approval. Building Height The maximum building height is 35 feet. The elevations should be provided and dimensioned in order to insure this requirement is being met. This item will be reviewed with the building permits. Sidewalks/Trails The City Code does not require sidewalks along roads for projects that has lots 80 feet in width or larger. The applicant is not proposing sidewalks. The applicant is proposing a meandering off-street trail with access from two points in the development. The trails will be constructed of asphalt as it leaves the development and then convert to gravel. The trail is proposed to extend through a City owned outlot in Adelaide Landing for access to the park. The City will continue to work on the exact location of the trail. Park Dedication The applicant is proposed to pay the park dedicate fee for the development. The park dedication fee is $3,400 per lot for a total of$197,200.00. The fee will be paid as part of the development agreement with the final plat. Goodview Estates Preliminary Plat Page 5 Homeowners Association A homeowners association(HOA) is proposed for the development. All of the homes would be part of a Master HOA will be established for the development to own/operate/maintain community areas and the water re-use system. Prior to the recording of the final plat, association documents shall be reviewed and approve by staff. 2. CONCLUSION: Staff finds that the development is consistent with comprehensive land use regulations, the subdivision regulations, and meets the criteria necessary to approve a rezoning of the property. 3. RECOMMENDATION: Staff recommends approval of the rezoning and preliminary plat, subject to the findings in the attached resolution. ATTACHMENTS: 1. Resolution 2. Location Map 3. Engineer's Memo dated July 7, 2022 4. Development plans Z Fr�o�ah R. AdIL NorthA9 III �a e a - w � o o _ c m Q r � 31 st ---� Site ILIRoads Hugo Border Parcel Boundaryt�,, , ■ RESOLUTION 2010-23 APPROVING A PRELIMINARY PLAT INTERGITY LAND DEVELOPMENT, INC. FOR "GOODVIEW ESTATES" LOCATED AT 13452 GOODVIEW AVENUE NORTH WHEREAS, Integrity Land Development, Inc. has requested approval of a preliminary plat to develop 58 lots and 2 outlots to be known as "Goodview Estates" located at 13452 Goodview Avenue North and is legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the preliminary plat for"Goodview Estates" subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 58 single family lots and two outlots to be dedicated to the City, in accordance with the plans received by the City on April 8, 2022, April 15, 2022, May 4, 2022, May 13, 2022, June 8, 2022 and July 6, 2022, except as amended by this resolution. 2. Development is subject to the R-3 district standards. No variances are granted or implied. 3. The developer must comply with all conditions outlined in the City Engineer's memos dated July 7, 2022, and all red-lined comments provided to the applicant. 4. The developer shall obtain all necessary local, state, and federal permits. 5. Access is prohibited on to Goodview Avenue from individual platted lots. 6. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by staff prior to installation. 7. Each home shall provide a minimum of 2 parking spaces. 8. The grading plan shall be revised to move the grading away from adjacent properties to the north to reduce impact to existing trees on the north property line. The applicant shall continue to work with the City on the grading plan for the development. 9. A stormwater re-use system, as shown in the plans, shall be constructed with the development. The final plans shall be reviewed and approved by staff. The system will be installed by the applicant, and owned/operated/maintained by the homeowner's association. A stormwater reuse agreement shall be reviewed and approved by staff and recoded at Washington County. Resolution 2022- Page 2 10. The developer has indicated that an HOA will be established for the development to own/operate/maintain community areas and the water re-use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat. 11. Outlot Use and Ownership: a. Outlot A is proposed for stormwater management and wetlands. The outlot shall be deeded to the City at the time the plat is recorded. b. Outlot B is unbuildable and proposed for a wetland bank and will remain in ownership of the developer. Access to outlot B shall be determined at the time of the wetland bank application and approval. If the wetland bank is not approved, the outlot shall be deeded to the City. 12. Contribution/Escrow to upgrade Goodview Avenue to an urban section roadway and trail will be required with final plat and development agreement. 13. The placement, dimensions, and design of the retaining walls shall be review approved by staff. 14. Prior to recording the final plat: a. The developer must obtain all necessary stormwater management and wetland conservation act (WCA)permits from the City. b. The developer shall pay $197,200.00 in full to satisfy the required cash in lieu of parkland dedication requirement ($3,400/lot). c. The developer shall pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. d. The applicant shall provide copies of the property owners association documents/covenants for City review and approval. A copy of the document shall be filed for recording with the final plat. e. The developer shall enter into a stormwater reuse agreement with the City for the stormwater reuse system. f. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. Resolution 2022- Page 3 ADOPTED by the City Council this 1st day of August, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb July 7, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Goodview Estates Preliminary Plat Review WSB Project No. 020259-000 Dear Ms. Juba: We have reviewed the Preliminary Plat submittal for the Goodview Estates development. We have reviewed the following information related to this application: • The Preliminary Plat Plans dated April 8, 2022(received June 91h) by RFC Engineering, Inc. o 0 Stormwater Report dated June 9, 2022 by RFC Engineering, Inc. U Z Based on the review of the documents, we offer the following Engineering comments related to m this application: General/Access 0 Lo 00 1. The subject property is located west of Goodview Avenue south of 135tn Street. co 2. Access will occur from Goodview Avenue and two existing stub streets located off of 135tn N Street in Birch Tree Ponds. Ln 3. The applicant has provided ROW along Goodview Avenue and trail easement to accommodate a future trail along the west side of Goodview Avenue, consistent with the Comprehensive Plan. 4. The applicant will be responsible to place in escrow, money to cover future costs of trail and conversion of Goodview Avenue to an urban section, along the length of their property z adjacent to Goodview Avenue. This will be documented in the development agreement. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. a a Z Utility Plan a 6. Watermain is proposed to be extended south from the Birch Tree Ponds development from CD existing stubs extending from 135th Street. Watermain will be installed to the street limits but N is not proposed to be extended further. LU 7. Sanitary sewer is proposed to be extended south from the Birch Tree Ponds development from existing stubs extending south from 135tn Street. Both current stubs are 10" pipe but will be reduced to 8' throughout the development and are not proposed to be extended beyond the current development limits. Adjacent areas are served from different sewer service w districts. = Stormwater Management/Wetlands w 8. The site is proposing water quality requirements primarily through water reuse for onsite co irrigation. The remaining water quality required will be provided by the stormwater ponds C:\Users\rachel.juba\NppData\Local\Microsoft\Windows\INetCache\Content.Outlook\07PY7DSU\LTR-rjuba-Goodview Estates Pre Plat-PUD-20200707.docx Ms. Rachel Juba July 7, 2022 Page 2 onsite. Additional information on the irrigation design needs to be confirmed to determine the amount of water quality the water reuse can provide. The pond designs need to be updated to be in line with the City's requirements. 9. The site is proposing to meet rate control with the onsite ponds. It is unclear if the site is meeting rate control requirements currently. The hydraulic and hydrologic models should be updated in line with City and RCWD requirements to confirm rate control is being met. 10. While there is not regulated FEMA floodplain on the site, there is RCWD regulated floodplain present. The RCWD regulated floodplain elevation for this area is 929.82. All fill below the regulated floodplain elevation will require compensatory storage. 11. Outlot B is proposed for a wetland bank and will remain in ownership of the developer. Access to outlot B shall be determined at the time of the wetland bank application and approval. If the wetland bank is not approved, the outlot shall be deeded to the City. 12. A notice of decision related to approval of wetland replacement plan is prepared and will be brought forward for council approval, pending preliminary plat approval. 13. Additional detailed redline drainage comments have been provided to the applicant and will need to be addressed prior to the approval of the preliminary plat plans and issuance of the stormwater permit. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) C:\Users\rachel.juba\AppData\Local\Microsoft\Windows\I NetCache\Content.Outlook\O7PY7DSU\ LTR-rjuba-Goodview Estates Pre Plat-PUD - 20200707.docx PLAN SYMBOLS ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2021 EDITION OF THE CITY OF HUGO, MINNESOTA GENERAL SPECIFICATIONS AND DETAIL PLATES FOR GOODVIEW ESTATES STREET AND UTILITY CONSTRUCTION. EXISTING CENTERLINE CEAM STANDARD SPECIFICATIONS 2020 EDITION AND THE MINNESOTA PROPOSED VICINITY MAP DEPARTMENT OF HEALTH SHALL APPLY, UNLESS OTHERWISE NOTED. — — — EXISTING RIGHT-OF-WAY LINE HUGO MINNESOTA WASH SEC. 29, T31, R21 PROPOSED y INGTON COUNTY, MINNESOTA THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION CONSTRUCTION EASEMENT LINE q — "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2020 EDITION OF PERMANENT ,=,�o ,.a....o dw THE "MATERIAL LAB SUPPLEMENTAL SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. LOT PROPERTY LINE SECTION ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE ----------------------------- CONSTRUCTION LIMITS - MNMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CLEAR ZONE CONTROL ZONE LAYOUTS. 0 —•—•—•—•—�- - - - - - -901- - SI INTERMEDIATE BUILDING SETBACK TE INDEX - - - - - - -900- - - - -INDEX EXISTING CONTOURS - - - - - -901 .25- - - - - - SHEET NO. DESCRIPTION 901 GRADE BREAK 900 INTERMEDIATE 1 TITLE SHEET INDEX PROPOSED CONTOURS —901 .25— — I d GRADE BREAK C2—C8 DETAILS EXISTING \ \ PROPOSED DITCH LINE C9-C 1 2 SWPPP EXISTING COUNTY x x x x x X FENCE LINE - ANY TYPE I I I C 13—C 17 REMOVAL PLAN I I I C 18—C20 EROSION CONTROL PLAN SILT FENCE C21 -C31 GRADING AND DRAINAGE PLAN W W W W W W WETLAND BOUNDARY I I I C32—C39 STORM DETAILS I I I IRRIGATION C40—C43 UTILITY PLAN X BM 0 BENCH MARK / IRON MONUMENT i C44—C45 IRRIGATION PLAN I I I ® LIGHT POLE / BOLLARD I I C46-054 PLAN AND PROFILE 0 SOIL BORING I I C55—057 LANDSCAPE PLAN I L BUILDING C58—C64 CROSS SECTIONS \ I — — m — I — — m � z 135TH STREET N y S1 EXISTING CONDITIONS PROPOSED RIPRAP _ _ o - - _ I T �7 1< Iz `♦ , S2 PRELIMINARY PLAT MB MAILBOX I I I I I I i m I I I I I I I I IC I iII -�s♦-�I 8 I C EXISTING PROPOSED SIGN - - - - - - - - _- -I • — QmCDi I S3 WETLAND SURVEY TL - - ♦ - 1 3 1EJ I1 3 aI — 1 1 - NORTHUTI UTILITY SYMBOLS r,- 1 2 It PON _ _ _ THIS PLAN CONTAINS Ej 67 SHEETS M ��M-M GAS LINE a rr �FFF cns cas cns cns cns W ouT oT � JI I � � is 0 � I E I J ` I I\ PETRO PETRO PETRO PETRO - 6P LINE _ L_ OHE OHE OHE OHE OHE M OVERHEAD ELECTRIC � LJ UGE UGE UGE UGE UGE EAST PON UNDERGROUND FE� I , , : F] WEST POND 6 T T T T T T UNDERGROUND TELEPHONE LINE i �_�,, _M __ __ __ ALL APPLICABLE FEDERAL,_ STATE AND LOCAL LAWS AND ORDINANCES / 5 WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 3 / _M I / W� W— _ '�h 2 CAT/ CAN cATv cATV cATV UNDERGROUND CABLE TV LINE — / w ��W W— W W W M —�� / __ 4 __ __ I I I I I I Fo Fo Fo Fo Fo UNDERGROUND FIBER OPTIC LINE �� �\ I �w/ _ I / E 3 > _ - �� I PROPOSED TRAIL O MANHOLE JUNC. BOX TELEPHONE STRUCTURES __ / /� �� �'V I i I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER 3 W/ OUTLOT I MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ❑X ELECTRIC JUNC. BOX � B I I I I ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I \M TV CABLE TV JUNC. BOX I ' � i wl I I I I SIGNED O MANHOLE ❑F JUNC. BOX FIBER OPTIC STRUCTURES I i �I i I I David A. Krugler I 4/9/2022 48768 EXISTING POWER POLE AND GUY WIRE I DATE: REG. NO. I f EXISTING STORM DRAIN LINE PROPOSED I I EXISTING WATERLINE I I I I I IPROPOSED I -« «- FLARED END SECTION - - - - - - - - — — — — — — — — - EXISTING PROPOSED - - - I -« «- -« <<- CATCH BASIN EXISTING PROPOSED I I I I I I 0_ « «- STORM MANHOLE EXISTING • PROPOSED O EXISTING < © PROPOSED SANITARY MANHOLE II—+4L4—PROPOSED1-1� FIRE HYDRANT / GATE VALUE PLAN REVISIONS EXISTING HATCH LEGEND DATE SHEET N0. APPROVED BY RFC ENGINEERING, INC. REMOVALS HYDROSEEDING LIMITS, BITUMINOUS ROADWAY 1111 111111 SEED MIX 35-521 REMOVAL . . . . . PROJECT LOCATION Consulting Engineers CONCRETE CURB AND 0 100 200 400 GUTTER REMOVAL 13635 Johnson Street NE Telephone 763-862-8000 SEED MIX 34 LIMITS, Ham Lake MN 55304 Fax 763-862-8042 SEED MIX 34-262 FEET GRAVEL REMOVAL WASHINGTON COUNTY METRO DISTRICT 0 X POST AND FENCE REMOVAL TOWNSHIP 31 , RANGE 21 JOB NO. 2112 FILE: 37-1 -101 STEEL FENCE POST(T-POST), MINIMUM Y LONG, 6' ATTACH FABRIC TO POSTS MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST WOODEN LATH SHALL BE NAILED 2"X 4" HORIZONTAL MEMBERS DEFLECTOR PLATE IN TOP 8"OF FABRIC. SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST OVERFLOW 1-CENTER OF FILTER ASSEMBLY MONOFILAMENT GEOTEXTILE USING 2-20D COMMON NAILS OVERFLOW 2-TOP OF CURB BOX FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). 1D"FILTER ASSEMBLY 2 X 4 X 2.5 LONG MONOFILAMENT GEOTEXTILE 20'RADIUS MINIMUM WOOD POSTS, 8 REQ'D. FABRIC AS PER MNDOT TABLE III I POST NOTCHES 3886-1 (MACHINE SLICED). IIIII MACHINE SLICE ADDITIONAL 8-10" OF FABRIC TO FACE AWAY 8"-12" DEPTH (PLUS 6" FLAP) FLAP AT BOTTOM OF BOX FROM FABRIC. � cuR6 O QAp FoeU44 o AS 2C RADIUS MINIMUM l FNG��ER I J _� ON OF SURFACE FLOW ' DIRECn j fV III (A) x CG-23 HIGH-FLOW 1"To 2" 24" MINIMUM { HIGH-FLOW FABRIC CRUSHED ROCK Z°� POST EMBEDMENT _ T , 6"MIN. 8-10" FABRIC FLAP EXTENDING DEPTH BEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT NOTE; UNDERWASHING THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY(ERO-16) OR STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED 1 DE WASHED ROCK NOTES 1' DEEP X 1'WIDE 1. THE ROAD DRAIN-CURS&GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS WHEN APPROVED OR DIRECTED BY THE CITY. INSIDE THE STORM SEWER GRATE.AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE NOTES: RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRAT€ON CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT 2. THE ROAD DRAIN-CURB u GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. NOTES �COMPACTION: AROUND THE INLET STRUCTURE WITH 6" MINIMUM 1. CRUSHED CONCRETE IS NOT ALLOWED AFTER"SLICING" IN THE FABRIC AND BEFORE INSTALLATION CLEARANCE TO EDGES OF STRUCTURE. SILT BOX MAINTENANCE: 2- GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE TO BE PLACED ON AN EVEN SURFACE 6" BELOW I. CHECK FILTER MEDIA AFTER EACH RAIN EVENT-CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 3. MAINTENANCE IS INCIDENTAL "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN STRUCTURE OPENING.TOP OF SILT BOX TO 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT EXTEND 18" MINIMUM ABOVE EXISTING GRADE. A UNIFORM HEIGHT. Special Details Special Details Special Details Special Details L[tA=U=X=17 OF CITY OF �, CITY OF � CITY €7FROCK CONSTRUCTION Date SILT FENCE MACHINE SLICED Dae INLET PROTECTION SILT BOX °dSe1WIMCO CURB & GUTTER Dae.04-61-15 69-01-15 69-61-15 D4-61-15 ENTRANCE Ren d HU-EC-1 Re,1Se01 HU-EC-2 FOR CATCH BASIN BEFORE ROAD HU-EC-3 IWGO INLET PROTECTION (CG23) HU-EC-4 Ravisetl Reused EST.1906 03-12-20 EST-190s 03-12-20 EST.1906 CONSTRUCTION 03-12-20 EST. L406 03-12-20 PLAN MnDOT 3733 6" X 6"TRENCH WITH LEADING EDGE GEOTEXTILE OF TYPE IV GEOTEXTILE FABRIC FABRIC SEDIMENT CONTROL LOG AND INLET PROTECTION BAG STAPLED AT 1'INTERVALS AND POINT 1 f ,J0,0000C V J 0(_ BACKFILLED WITH NATURAL SOIL WOODEN LATH SHALL BE NAILED JV O0 v0 J G 2"X 4"HORIZONTAL MEMBERS o 0 STORM SEWER GRATE WITH SECURELY TO THE POST MEMBER TO CONTINUOUS AROUND TOP AND ` �0 w ` INLET PROTECTION BAG OVERFLOW SECURE FILTER FABRIC. BOTTOM.FASTENED TO EACH POST 0 DITCH CHECK GAP 0 USING 2-20D COMMON NAILS D�O) 000 ROCK�BIO WEEPER 00 O OC o0 oC oC oC o OR CHECK DAM CURB AND GUTTER INLET ��0�0 00 000 MONOFILAMENT GEOTEXTILE PROPOSED CURB 2"X 4"X 2.5'LONG WOOD FABRIC AS PER MNDOT TABLE d`!0 00 o0 00 00 0 POSTS.8 REQ'D. 3886-1 (MACHINE SLICED). mot^Oo ao o'0o NOTE: ADDITIONAL 8-1C"OF FABRIC FLAP 00 POINT 1 MUST BE A AT BOTTOM OF BOX MINIMUM OF 6" HIGHER MIN. 6" OVERLAP THAN POINT 2 TO ENSURE IF NECESSARY, THAT WATER FLOWS OVER STAPLE 1'O.C. ,a THE DITCH CHECK AND =DIRECTION of SURFACE FLOW NOT AROUND THE ENDS. POINT 2 6" 11 GAUGE METAL * . STAPLES SPACED 2'O.C. HEIGHT WIDTH 8-12"MINIMUM DEPTH 1 1!2"WASHED MATERIAL LIFTING STRAPS F .. „�; h. GRAVEL FILTER (INCHES) (INCHES) ti SMALL CHECK 24 12 - 18 MnDOT 3601 CLASS II RIP RAP CURB FILTER AGGREGATE LARGE CHECK 36 24 -30 MnDOT 3601 CLASS III RIP RAP BASE ROCK WEEPER 18 6 - 12 MnDOT 3882 TYPE 9 MULCH -- i (1 1/2" WASHED ROCK) LOW PROFILE WITH GUTTER FOR 4 SAFETY AND CURB APPEAL 1 ANCHOR TRENCH 1. DIG 6"X 6"TRENCH 1'TO 3' MATERIALS 8-10"FABRIC FLAP EXTENDING r,...-'.'.C, o.' o. v 2. LAY BLANKET IN TRENCH �� (SEE TABLE) BEYOND BOTTOM 2"x4"-BURY 3. STAPLE AT 1.5'INTERVALS �•F.is �, :` .'.MW INLET PROTECTION BAG DETAIL UNDER ROCK TO PREVENT v +(JT v UNDERWASHING STEEL 4. BACKFILL WITH NATURAL ` PLATE " SOIL AND COMPACT v WIDTH (SEE TABLE) 1 112"WASHED ROCK 1' AGGREGATE BAG TO BE HELD IN PLACE BY DEEP X V WIDE BACKFILL EXISTING GRATE - 71.5 FRONT,BACK AND BOTTOM TO BE NOTES IN PLACE EIGHT CATCHBA PLACE MADE FROM SINGLE PIECE OF FABRIC CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE o 1 INLET STRUCTURE WITH 6"MINIMUM CLEARANCE TO EDGES OF SIN DIRECTION OF (SEE TABLE) STRUCTURE-SILT BOX SURFACE FLOW TO BE PLACED ON AN EVEN SURFACE 6"BELOW STRUCTURE OPENING.TOP OF SILT BOX TO EXTEND 18"MINIMUM ABOVE EXISTING GRADE. TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6"TRENCH WITH 6", 11 GAUGE STAPLE DOWNSTREAM — METAL STAPLES AT V INTERVALS SIDE OF FABRIC AT 2' INTERVALS Special Details CITY OF Special Details F Special Details �r CITY OF Date: Special Details ..`o CITY OF � i� CITY OF Date: Date: Date: INLET PROTECTION INLET PROTECTION INLET PROTECTION DITCH CHECK SPACING 01-26-17 01-2D-17 64-61-15 09-01-15 R-ieetl: HU-EC-5 SILT BOX FOR BEEHIVE BASING Re sed HU-EC-6 HU-EC-7 ROCK FILTER FOR CATCH BASIN REY1Sed FWGO FOR ROCK11310 DAM R--d H U-EC-B EST.1906 03-12-20 03-12-20 ESM 1906 DURING ROAD CONSTRUCTION 03-12-20 EST.I9n6 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL1 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILSSHEET:C 2 OF 67 800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37—1 - 102 CONCRETE WASHOUT CONTAINMENT NOTES: 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. STANDARD NEENAH 7"R-1642 1. SEE DETAIL HU-SS-1 FOR STANDARD 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER FRAME WITH TYPE B SELF MANHOLE DETAIL. POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE. SEALING LID WITH TWO AND IN LOCATIONS APPROVED BY THE ENGINEER. INSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES.LID 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" CHIMNEY SEAL MANUFACTURED BY 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. INFI-SHIELD GATOR WRAP OR SHALL BE LABELED"SANITARY 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE APPROVED EQUAL SEWER" NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. TABLE 2575-3 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12'X 8'X 2'OR 10 RAPID STABILIZATION CUBIC-YARDS VOLUME. POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE CRESEAL","RESEAL"OR 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH V2 FULL. ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE APPROVED EQUAL PRECAST METHOD MATERIALS 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE:TO MPCA REQUIREMENTS, USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO ? GASKET CONNECTION SHALL BE STATE,AND FEDERAL LAWS. MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING 0-14 SDR 35 USED FOR CONNECTING PIPE TO 1 TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE(4.5 TONNE PER ha}WITH DISC ANCHORING STATE, DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE RINGS WILL NOT BE ALLOWED. 27"DIA MANHOLE TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE{3.4 TONNE PER hay. OWNER WITHIN 24 HOURS OF DISCOVERY. :,' >14 SDR 26 2 3884,STABILIZED FIBER MATRIX,PLACED AT A RATE OF 750 LBIACRE(835 kglha) 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY ALL MANHOLES WITH � MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE INSIDE DROP SECTION ,T OWNER. SHALL BE V DIA(I.D.) CORE DRILL INTO 3884,STABILIZED FIBER MATRIX,PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE(159 kg EX.MANHOLE PER 3.8 CU.METERS)OF SLURRY MIXTURE. CORRECTIVE ACTION SEED MIXTURE 22-1 i 1 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS(4.5 kg PER 3.8 CU.METERS)OF MANHOLE SECTION TO BE SLURRY MIX. THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY ASTM C-478 CLASS IIf. 3 TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS � 122.7 kg PER 3.8 Cll_METERS)OF SLURRY MIX_ THAT ARE MORE THAN 112 FULL FOR ONE INSPECTION PERIOD,ANY CONCRETE WASHOUT PILES D.I.P. TEE WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS(3.3 CU.METERS PER 3.8 CU.METERS) THROUGHOUT THE SITE,AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE 48"DIA w OF SLURRY MIX. FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK USE R-2 TYPE CONFINED L m APPLY MIXTURE AT A RATE OF 6,000 GALLONS PER ACRE(56 Cll_METERS PER ha]_ GENERATING THE WASTE,AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. O-RING GASTING JOINT FOR ¢ a ALL MANHOLE JOINTS c CATEGORY 25 EROSION CONTROL BLANKET(NATURAL NET IF REQUIRED IN PLAN FOR PERMANENT BLANKET)- CORE DRILL INTO 4 SEED MIXTURE 22-111 PLACED AT A RATE OF 2 LB PER 100 SQ.YD.(1.1 kg PER 100 CU_METERS). EXISTING MANHOLE TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 8 LB PER 100 SQ.YD.(3.6 kg PER 84 8" PRECAST HORSESHOE SAME DIAMETER A5 SO.METERS). CONCRETE 8" CONCRETE WITH MORTAR INCOMING PIPE WASHOUT AREA o JOINTS 5 RIP RAP CLASS IL INFI-SHIELD GATCR WRAP - "CRE-SEAL","RESEAL",OR o GEOTEXTILE TYPE III. APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT NON-SHRINK GROUT GASKET CONNECTION SHALL BE 16"O.C. FOR ALL MANHOLE JOINTS USED FOR CONNECTING PIPE TO 74 O0 110. CONCRETE WASHOUT SIGN DETAIL MANHOLE D.I.P. BEND •R' CORE DRILL INTO MINIMUM SIZE: FTC EX.MANHOLES 12'Lx8'Wx2'H OR A MINIMUM 7y PRECAST BOTTOM SECTION :::;ui¢:. :;;;; 6"MIN. 17 VOLUME OF 7.1 CUBIC YARDS. WITH INVERT •"r �s'SQ�r GONG�OE}T {�OS'ply MAINTENCE pSN SHONI INTEGRAL BASE FOR NEW M;? #5 AT 12"O.C.EACH WAY VARIABLE MANHOLES p GGESs ;;i Via. ��: ; �.::a.�1• MAINTENANCE= •':�."! ' :=';w•.t.. .:w•; ' ' 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& .�:.•:.• .......•. .;.: . SEDIMENT CONTROL INSPECTION REPORT. NOTES'. `' " '• '= +°'" 2_ CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 112 FULL_CONCRETE MUST BE 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL a..;•:- ;�s-� ••.;.s..-... ". +:?;.•'v+. DISPOSED OF PROPERLY. OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. '`'s:"' :.;.,•':' •''.':•;•'= y,'•; r'•�; �i ;' 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. CONTAINER SPECIFICATIONS: 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN #5 DOWLS 8"MAX.SPACING FOR 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" THE SPECIFICATION(INCIDENTAL). CONNECTION OF NEW BASE TO 2_ CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. EX.MANHOLE LOCATION 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL O QSR,OR APPROVED EQUAL. 4_ THE CONTAINER MAY HAVE ACCESS RAMPS_ 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED 5 THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS OUTSIDE OF THE STREET SECTION. OF WASHED CONCRETE. CONCRETE WASHOUT DETAIL 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. CITY OF Special Details Special Details Special Details Special Details � � RAPID STABILIZATION ate CITY OF CONCRETE WASHOUT °�e CITY OF STANDARD MANHOLE °�e CITY OF STANDARD OUTSIDE DROP Date C4-30-18 04-30-18 C4-01-15 04.01_15 IWGO METHODS 1-5 Ren d HU-EC-9 DETAIL Re 1S a HU-EC-10 FWGO (48" DIAMATER) SANITARY SEWER HU-SS-1 fWGOSECTION FOR SANITARY SEWER Re"�sed Revised H U-SS-2 EST.1906 03-12-20 EST_190fi 03-12-20 EST.1906 03-12-2020 EST.1906 03-12-202C DRAINAGE&UTILITY PROPERTY LINE, INSTALL METER BOX AND COVER NO.H-10817 OR RIGHT OF WAY TYPICAL SERVICE WHERE COVER APPROVED EQUAL OVER ALL PVC AND CAST EASEMENT MINIMUM OF 10'COVER OVER TOP OF SEWER IS '14'OR LESS OUTLET NOZZLES&THREADS:TWO 2-112'HOSE "HYDRAFINDER"(CANDYCANE)FIRE IRON CLEANOUTS 1' � OVER TOP OF PIPE AT CONNECTION AND ONE 4-112"PUMPER CONNECTION. HYDRANT LOCATOR PROPERTY LINE (NATIONAL STANDARD THREADS) FINISH GR,'sGL 4" MIN 5, WATEROUS WB-250 A5 SPECIFIED 4"OR 6"PVC SCH.40 5' BURY 8.0' RISER CAPS TO BE CHAINED CONCRETE ENCASEMENT (PENTAGON NUT ON CAPS) (TYPICAL) 45°BEND {`'•' VALVE BOX AS ELEV TO BE SET 6„ SPECIFIED BY THE ENGINEER SEE JOINT DETAIL BELOW MIN DIA. PIPE SHALL BE COMPLETELY ENTRENCHED MANDREL OD* RING O❑ 18"-24" AND SHALL HAVE GRANULAR BEDDING AND NOMINAL D3033 D3034 D3034 U3034 D3034 GRANULAR ENCASEMENT WHERE DIRECTED DIA A a (SDR26s iSDR26) ISDR36) D3033 ISDR26I (SDR3s BY THE ENGINEER Fn] 6 4.0" 4" 5.67 5.50 5.62 4.06 4.91 4.91 1I 1!2" 8 5,3" fi" 7.37 7.37 7.52 6.66 6.89 6.61 IIII11 III11 I1111III1111�1VI 11111111III111 10 6 7" 6" 9.22 9.21 9.41 8.51 8.79 8.70 1"MIN. PROPERTY LINE! p❑ 12 8,0" 8" 11.06 10.96 11.19 10.35 10.60 10.48 RIGHT OF WAY 2�a 15 10.0" 9" 13.62 --- -- 13.11 -- -- 2"MAX. 1 (AVERAGE TYPICAL SERVICE WHERE COVER OD+2 TIMES THE MINIMUM WALL THICKNESS)x(0.95) LU� �a 4"P.V.C. OVER TOP OF SEWER IS 94'DR MORE MINIMUM OF 10'COVER I ¢ 2'fi GEOTEXTILE FABRIC SCHEDULE 40 OVER TOP OF PIPE AT 5' % MnDOT 3733 TYPE 3 PROPERTY LINE RISER VARIES 4"OR 6"PVC SCH.40 112" 7'-6" 1"WASHED COARSE "45'BEND 45" STREET MIN BONNET GRAVEL OR CRUSHED ELEV TO BE SET TRIM ENDS OF ADAPTOR ROCK TO 6"ABOVE WASTE ANGLES TO FIT OPENING MIN.113 CY 4" BY THE ENGINEER MIN VARIES � CONCRETE FNCASEMEN7 PIPE SHALL BE COMPLETELY ENTRENCHED III BRACING AS V AND SHALL HAVE GRANULAR BEDDING - / (TYPICAL) REQUIRED AND GRANULAR ENCASEMENT •: a 4".:• CONCRETE "` LL • '•, r:C'' :��;_:: `st WHERE DIRECTED BY THE ENGINEER (MINIMUM 113 CY) MIN O PRECAST CONCRETE 45°BEND ¢ 1z BLOCK NOTES: p 30' P.V.C.SERVICE WYE ¢"OR fi' 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY v S WATERMAIN s~ a4a�"•� ``��'' �.yV(�y'tiry�•�{•i� BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT ••: • ' THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE MARKED OD 8"x 8"x 16" ". CONCRETE PRECAST CONCRETE BEDDING. 1,2" BASE AS SPECIFIED T DIAMETER BY T DEEP PIT •+• ENCASEMENT(TYPICAL) 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT OD WELD TOGETHERJ UNDER HYDRANT FILLED THE PROPERTY LINE OR AS SPECIFIED. WITH GRAVEL FOR ALL 3. SERVICE STUB SHALL BE PLUGGED AND MARKED INSTALLATIONS. VC WYE WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE NOTES: :. rt:r;;:r;•^{ �. GROUND AND PAINTED GREEN OR STEEL FENCE 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS •' -:'' :'' :'' :°' POST. IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. ••: CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND 2. ALL HYDRANT LEADS SHALL BE TIED WITH 14"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO NOTES: P.V.0 ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. HYDRANT.MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 1. PAID AS CLEANOUT(EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM(AND INCLUDING)THE (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE SERVICE WYE UP TO(AND INCLUDING)THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO RIGHT OF WAY,SANITARY SEWER SERVICES SHALL 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. BE EXTENDED 10'BEYOND RIGHT OF WAY. 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. NOTES: 6 THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 3 BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FINAL BITUMINOUS PAVING(SEE SPECIFICATION). 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. Special Details (� Special Details Special Details Special Details � CITY OF Me l� CITY OF ate. �. CITY OF Special �o CITY OF Special SANITARY SEWER 04-D1-15 TYPICAL SERVICE CONNECTION D4-01-15 MANDREL DETAIL 04-D1-15 TYPICAL HYDRANT 04-D1-15 IWGO SERVICE CLEANOUT Re415ed. HU-SS-3 FOR SANITARY SEWER ReY13ed HU-SSA Revised HU-SS-5 IWGO INSTALLATION Reed H1 I-W-1 - E131.1906 03-12-2020 EST.190G 03-12-2020 " E13T.1906 03-12-2020 EST.1906 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 DTL2 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M E T AM A Ham Lake, MN 55304 MY GOODVIEW ESTATES DATE: 07/06/22 COMCAST (763) 323 4268 DULY ER OfESSIONAL RFC ENGINEERING , INC ■ HUGO, MN OOPaBs STATB CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � 111,Consulting Engineer s DETAILSSHEET:C 3 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 103 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC GATE VALVE ADAPTOR: 114"STEEL WITH PROTECTIVE COATING BITUMINOUS SURFACE STEEL POST EACH AREA r ��� 1/4"PLYWOOD 314"RUBBER GASKET OVER FACE PAINTED BLUE IS 112 OF ;�.'<' INSTALLED BETWEEN GATE TABULATED :- OF BOLTS VARIES-DRAINAGE EASEMENT VARIES-DRAINAGE EASEMENT VALVE AND ADAPTOR TOP VIEW TOTAL AREA w ud � z VALVE BOX SETTING TO BE 8'WIDE x 4"THICK 5 PTH J } 1W'-318"BELOW PAVEMENT AND w SIDE VIEN! PLUG OR CAP STREET AT GRADE IN TURF AREAS PLUGGED CROSS E Lij w DAS REQUIRED AS REQUIRED O LID SHALL BE LABELED IN RAISED t 6" IL a LETTERS"WATER" GRASSY AREA VALVE BOX SHALL BE SET TO i n` .`.� aw Al UNDERGROUND UTILITY PIPE HAVE 6"ADJUSTMENT UP AND 2 t !: DOWN FROM FINISH GRADE A ' 2'SLACK INTRUDER VALVE BOX TYLER 6860 SERIES BEND PLUGGED GROSS PLUGGED 7 TEE 4' 4' 5'-6'DEPTH WIRE AT GROUND LEVEL 7'-6"MIN COVER CURB BOX WITH 1'-114"STANDPIPE AGGREGATE AND MnDCT 3733 TYPE TEE PLUGGED ON 6" AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN NOMINAL STYROFOAM HIGHLAND 40 BRAND (8'-6"AT FULL EXTENSION) 1"CORP STOP 7'-6"COVER TEE,WYE,PLUG OR 90°BEND, RUN 22-1l2` 11-1l4 PLASTIC FOAM OR APPROVED PIT AND ATTACHED TO TOP OF FITTING SIZE, 45"BEND FORD FB600 VALVE BOX FOOT PIECE MIN. INCHES CAP PLUGGED CROSS BEND BEND 8'WIDE x 4"THICK EQUAL TRACER WIRE A A2 UNDERGROUND UTILITY 4 1.0 1.4 1.9 1.4 1.0 - - PIPE 1"TYPE K COPPER 1"TYPE K COPPER OR POLYETHYLENE 5DR 7 OR POLYETHYLENE SDR 7 BASE ADAPTOR 6 2.1 3.0 4.3 3.0 1.6 1.0 WATERMAIN HORIZONTAL GOOSENECK ADAPTOR,INC 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 f. : CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER THAN WATERMAIN 10 5.9 8.4 11.8 8.4 4.6 26 1.2 4. Q 8"x13"x5"MANHOLE BLOCK D.I.P. WATERMAIN 8"x13"x5"MANHOLE BLOCK ;;.?; 12 8.5 12.E 17.E 12.0 6.6 3.4 17 •PsF rr 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.E 21.3 11.6 8.0 3.0 P. d TIE RODS 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 si'}mot?> y ?::i F GATE VALVE ,�.,.,.,;k,,.. 1• 20 23.5 33.3 47.E 33.3 18.1 9.4 4.7 NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH 8"03"x5"MANHOLE BLOCK 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 4" REQUIRED,CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5'IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND 1"WASHED COARSE GRAVEL OR SHALL INCLUDE STACK COUPLINGS,CONNECTIONS,ETC.. CRUSHED ROCK TO 6"ABOVE NOTES: 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES {DOTES: WASTE OPENING MIN.3 CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. A-1 OR CITY APPROVED EQUIVALENT. 1. GATE VALVES SHOULD BE USED ON W THROUGH 16"WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NOTE' 3. CORP.STOPS SHALL BE FORD BALLCORP F96004 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CITY 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 1. UNDERGROUND UTILITY PIPE CROSSING&x&x4"THICK APPROVED EQUIVALENT. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER 3, REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE.UNLESS INDICATED OTHERWISE. CENTERED OVER PIPE. 4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10'BEYOND THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 2. SEPARATE LAYERS TD MAKEUP 4"THICKNESS SHALL THE RIGHT OF WAY. 4, ALL VALVES SHALL BE TIED WITH 314"THREADED TIE RODS TO THE MAIN.MEGA LUGS MAY BE USED IN HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. 5. WHEN THERMOPLASTIC SERVICE IS INSTALLED,CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER LIEU OF TIE RODS. 5, ABOVE BEARING AREAS BASED ON TEST PRESSURES 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 200E PER SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT THEERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE WIRE CONNECTION. 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT, FOLLOWING EQUATION:BEARING AREA=(TEST PRESSURE(150)X(20001SOIL BEARING STRESS)X(TABLE VALUE). 6. SADDLES REQUIRED ON 6"DIP OR SMALLER MAINS.MUELLER H-10526 OR APPROVED EQUAL. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL.METAL SEATED GAVE VALVES ARE NOT NO SCALE ALLOWED. Special Details ' Special Details Special Details Special Details � OTY OF y� C1TY OF CITY OF � CITY OF TYPICAL WATER SERVICES ate VALVE BOX °�1e POURED CONCRETE THRUST °�'e INSULATION DETAIL ° 04-01-15 04-01-15 04-01-15 04-01-15 IWGOFOR WATERMAIN HU-W-2 INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN HU-W-4 HU-W-5 Rensetl' Rarised Rensetl- Revisetl IWGO EST.1906 03-12-20 EST.1906 03-12-20 EST.f906 03-12-20 EST.1906 03-17-2020 END VIEW PLAN VIEW 2"TYPE"K" COPPER STANDARD NEENAH 7"R-1642 FRAME WITH TYPE B SELF SEALING 27"DIA. LID WITH 2 CONCEALED PICK HOLES.LID SHALL BE 1"TYPE"K" COPPER 4"DIP INSTALL EXTERNAL LABELED"STORM SEWER" ) SEAL MANUFACTIURED NEY POLYETHYLENE(PE) BY INFI-SHEILD - ADJUSTING RINGS(MIN 4"- 1g" MAX 12'). USE THICKER BRASS SHUT-OFF VALVF a- GATOR WRAP OR ADJUSTING RINGS WHEN p APPROVED EQUAL v FEASIBLE TO MINIMIZE 4' r NUMBER OF RINGS. 4'-0" SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. EXISTING(OR FINISHED)GRADE - STANDARD OFFSET 2"CORP STOP ECCENTRIC CONE SECTION 1"CORPORATION STOP INTENTIONALLY) REDUCERS TO BE v (STEPS NOT SHOWN USED FOR 60" :'. MEDIAN &72"BARRELS PLUGGED END 1'-V N CORP STOP w 'x `Y GROUTING BETWEEN a PIPE AND MANHCLE , 8" BARREL SHALL BE WITH e ., '? NON-SHRINKING { CEMENT. WATER MAIN .=} 1"COPPER ;y 48"-72" f ;r 48%72" ix 'y VOIDS FILLED WITH CURB BOX USE R-2 TYPE h CONCRETE BRICK NOTE COG SKED ORNTS .' GROUT ING OR BLOCK ONLY. GROUT 1. RE-USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. 1"TYPE"K"COPPER FOR ALL y ' - INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. MANHOLE JOINTS I a :�• lot ;:„' FURNISH NEW GASKETS WHERE REQUIRED. ' VAR r, > DIRECTION 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER AND 1' ': OF FLOW 2"TYPE„K"COPPER .+:?; .:^: CORPORATION STOP,AS SPECIFIED.ALL OTHER WORK TO BE !r„i`.;;i- 1I2 DIA.OF PIPE :� - r:;-,'L.`# ',-`-•.y DIRECTIO PRECAST OF FLOW INCIDENTAL TO THE PROJECT. BOTTOM '• ��x::y:•�:�,::k_•;:: �;::��::: •.� ' • 3. TO BE REMOVED AFTER TESTING ANDIOR PRIOR TO FREEZE-UP. 4"GATE VALVE SECTION WITH b" RECAST BASE INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. POURED INVERT NO SCALE #5 AT 12"O.0 EACH WAY NOTES: i"CORP STOP 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16"O.C.LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4"DIP PLUG 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. 12"MAIN 4"DIP CL 52 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF THE STREET SECTION. CITY OF p CITY OF CITY OF Special Details ° Special Details 5 ecial Details 04-01-15 ' �r ! TEMPORARY AIR BLEED °�te IRRIGATION DETAIL °ace 04-01-15 STANDARD MANHOLE FOR °�te p 04 01 15 Revised: INSTALLATION DETAIL HU-W-6 , � Revisetl: HU-W-7 � STORM DRAIN HU-SD-1 Revised: EST.11406 03-12-20 EST.1906 03-12-20 EST.190s 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL3 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s DETAILSSHEET:C 4 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 104 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 31" 31" 31" NOTES: 24" NOTES: 24" 24" 1. EXTERNAL SEAL SHALL BE 31112" 1. EXTERNAL SEAL SHALL BE 31112" ATTACHED TO THE FRAME ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS AND CONCRETE TOP SLAB AS _ STANDARD NEENAH 7"R-1642 FRAME APPROVED BY THE APPROVED BY THE 27"DIA. AND TYPE 8 SELF SEALING ENGINEER. � ENGINEER. � LID WITH 2 CONCEALED o 0 INSTALL EXTERNAL PICK HOLES.LID TO BE LL U_ q ° MANHOLE LABELED"STORM SEWER" - o A wo A CHIMNEY SEAL 36 z " 43" z 36" 43" MANUFACTURED POLYETHYLENE(PE) 16" U 0 35" �3" 0 BY INFI-SHEILD ADJUSTING RINGS U U GATOR WRAP DR (MIN 4"-MAX 12"). it 0 APPROVED EQUAL USE THICKER o a ADJUSTING RINGS 4'p„ WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. STANDARD OFFSET PLAN PLAI 1 PLAN FLOW LINE SHALL BE MIN. ECCENTRIC CONE SECTION 0.T BELOW TOP OF CURB CENTER STRUCTURE REDUCERS (STEPS NOT SHOWN ' TO BACK OF CURB USED FORR 60" INTENTIONALLY) POLYEHTYLENE(PE)ADJUSTING &72"BARRELS __1'4' CURB INLET FRAME AND CURB RINGS(MIN 4"-MAX 12"}. USE cn CENTER STRUCTURE CENTER STRUCTURE THICKER ADJUSTING RINGS WHEN i• w TO BACK OF CURB TO BACK OF CURB BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER Ar r r OF RINGS. 8" 7 CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. INSTALL INFI-SHIELD SHIMMING OF ADJUSTING RINGS '. 12" 12" WILL NOT BE ALLOWED. VOIDS FILLED WITH 5: BOX NEENAH NO.R-3067V. 0.T BELOW TOP OF CURB BOX NEENAH NO.R-3067V. 0.T BELOW TOP OF CURB GATOR WRAP EXTERNAL 4'_p :.,_ CONCRETE BRICK 48"-72" MANHOLE CHIMNEY SEALFF MANHOLE COVER TO 13E OR BLOCK ONLY. DR APPROVED EQUAL. CRETEX TYPE II WITW 24"x INSTALL INFI-SHIELD G INSTALL INFI-SHIELD POLYEHTYLENE PE ADJUSTI ETERNAL SEAL SHALL BE 24" POLYETHYLENE PE ADJUSTING { ) X a :•"s: 6„ ( } 6"� NG 38"SQUARE OPENING T ' 48"-72" GATOR WRAP EXTERNAL GATOR WRAP EXTERNAL ,d. 3 ": - RINGS(MIN 4"-MAX 12"). USE RINGS(MIN 4" MAX 12"). USE INSTALLED ACCORDING 4g"-72" w MANHOLE CHIMNEY SEAL MANHOLE CHIMNEY SEAL ;s THICKER ADJUSTING RINGS WHEN THICKER ADJUSTING RINGS WHEN TO THE MANUFACTURE'S � +;x. , k:.,; OR APPROVED EQUAL. OR APPROVED?EQUAL. FEASIBLE TD MINIMIZE NUMBER RECOMMENDATIONS. j USE R-2 TYPE DIRECTION ,.. -r, }'.`�, : F FEASIBLE TO MINIMIZE NUMBER VAR. EXTERNAL SEAL SHALL BE EXTERNAL SEAL SHALL BE CONFINED O-RING . OF FLOW } :. ' ;r; i. ,-' :' t " 24" )& DF RINGS. 24" "y OF RINGS. ' i `�•:. ' INSTALLED ACCORDING TO } INSTALLED ACCORDING TO m GASKFTJOINTS: ": "�: ' ' '- ' ;'.• DIRECTION ; ' n SHIMMING ADJUSTING RINGS WILL SHIMMING OF ADJUSTING RINGS ^c. '3: ;. MANUFACTURE'S *• w MANUFACTURE'S '' "' WILL NOT BE ALLOWED. FOR ALL OF FLOW �- cc NOT BE ALLOWED. 1 r D RECOMMENDATIONS. ¢ RECOMMENDATIONS. VOIDS FILLED WITH CONCRETE MANHOLE JOINTS'-; GROUT 1'4 5" 5" ' �` 'r 36" �-: ," ':d% GROUT PRECAST BOTTOM ! SUMP GROUT -Z 3' PRECAST BOTTOM SECTION WITH r3. �_ GROUT - BRICK OR BLOCK ONLY 36"SUMP SECTION WITH POURED INVERT ;• ' 6"PRECAST BASE POURED INVERT j ^p.i�r'r"v"v' " '7 6"PRECAST BASE i4;r:'t:: ^.f.r?f r. .-wc r ;J 24"SUMP VOIDS FILLED WITH CONCRETE PRECAST BOTTOM SECTION WITH NO SCALE PRECWITH POURED AST BOTTOM SECTIVERTON �. ,8. BRICK OR BLOCK ONLY POURED INVERT : . . •. . : . . . • :;;� �,. �.�.��•. #5 AT 12"O.C.EACH WAY 6"PRECAST BASE #5 AT 12"D.C. :�.:` ..�.•. EACH WAY 6"PRECAST BASE SECTION A-A #5 AT 12"O.C.EACH WAY SECTION A-A SECTION A-A #5 AT 12"O.C.EACH WAY VOIDS FILLED WITH CONCRETE NOTES: NOTES: BRICK OR BLOCK ONLY 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA NOTES: NOTES: REGULATIONS AND SPACED 1 fi"O.C.LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 2.GROUT BOTTOM TO DRAIN TO CENTER 2.GROUT BOTTOM TO DRAIN TO CENTER 2.GROUT BOTTOM TO DRAIN TO CENTER 3.CORE DRILL INTO EXISTING MANHOLE 3.CORE DRILL INTO EXISTING MANHOLE 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 3.CORE DRILL INTO EXISTING MANHOLE 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4 APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. 5.DRAIN TILE TO 8E INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH 5.DRAIN TILE TO BE INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF CLEAN OUT). SEE DETAIL CONSTRUCTION. FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 CLEAN OUT). SEE DETAIL CTIONB FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 CLEAN OUT). SEE DETAIL HU-SD-B FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 FOR CLEAN OUT CGH USEC COATING FOR CLEAN OUT CONSTRUCTION. FOR CLEAN OUT CONSTRUCTION. THE STREET SECTION. 6.INVERT AND DOGHOUSE COATING SHALL 8E STRONG-SERE(]QSR,OR APPROVED EQUAL. 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER NO SCALE 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL O QSR,OR APPROVED EQUAL. NO SCALE 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. NO SCALE 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER TBLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER Special Details Special Details Special Details Special Details � CITY OF � CITY OF � CITY OF r, CITY OF STANDARD MANHOLE WITH ate STANDARD CATCH BASIN °de STANDARD CATCH BASIN °dSe1 CATCH BASIN MANHOLE ate 04-01-15 D4-01-15 04-01-15 04-01-15 IWGO SUMP FOR STORM DRAIN HU-SD-2 IWGO WITH 2' SUMP HU-SD-3 WITHOUT SUMP (2'X3') HU-SD-4 WITH 3' SUMP HU-SD-5 Rensetl' Re'nsetl' Revised Revlsetl' EST.1906 03-12-20 EST.i9UE 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 4"PERFORATED P.E.PIPE(SEE Q RETAIL BELOW) PROVIDE 4"x 4"TEE AT EACH BUILDING 24 NOTES' a ¢ M BACK OF CURB LOCATION FOR SUMP PUMP 1. THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. a O �_j CONNECTION&4"PVC TO PROPERTY 2. FOR CULVERT CROSSINGS.ALL JOINTS TO BE TIED. m C0 0 a � 4 x 4"TEE(TO BE PAID FOR AS \\\ LINE(4"PVC PIPE TO BE PAID BY THE 3. LAST TWO JOINTS SHALL BE TIED. Haw t- 7)_ LU uS as 4"PERFORATED P.E.PIPE LINEAL FOOT) 4. TYING SHALL BE INCLUDED IN THE UNIT BID PRICE FOR Q 1' cv�- w a o w¢ APRON SECTION. 1' v w M¢ z O I 5. MARKING POST SHALL BE SUPPLIED AND INSTALLED 8Y m GAS DIRECTED 8Y THE ENGINEER ¢ a In❑L U U) I PLUG OR CONNECT TO A A THE CONTRACTOR. 0° ¢ Q LL p w d w r z EXISTING SUMP PUMP 4O 36" 43" U O < C d W Q Q w 0 N OUTLET(INCIDENTAL TO g r a U W m a W o y- ¢ PVC PIPE) w ¢ w m w Q� IYC7wdn ma E ,n U li. a w Zw7o6U w �~ U 2- E� 4 a 2: 0 1 77 0- z J ¢ w = L)7 N Uj W- z IL f F U U z w m Z Q VARIES BURY 6"LONG x U R PURPOSED x ❑w O z ,a z FOR LOCATING PURPOSEC 12"3D0 PSI w iu�T o-¢0 g I (INCIDENTAL) CONCRETE 0 ¢d w z y a 0 (TYP) 2' 2' O O W�rwzZd PROPERTY LINE (} LU O Cn C9 U cJmaw FLOW LINE SHALL BE MIN. a z�❑a� z / PLAN p.P BELOW TOP OF CURB m w p CENTER STRUCTURE w ¢ TO BACK OF CURB 0 W E a w w POLYETTYLENE(PE)ADJUSTING LU D 2 x D DIA.OR Mw�0 053U RINGS(MIN 4"-MAX 12"). USE SPAN F wliF- W C?❑�LC❑ J CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN 2'p, 0 CB MANHOLE DR CB {TYP) (3)1-1I4"HOLES J z BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER USE(3)1"BOLTS AND TIE TO OF RINGS. SHEET PILING w INSTALL INFI-SHIELD PLAN SHIMMING OF ADJUSTING RINGS GATOR WRAP EXTERNAL F¢ ❑ J ❑ WILL NOT BE ALLOWED. ❑ =m =� PROVIDE FOR 6"OPENING IN BACK OF 0 w v a w > m o EACH CATCH BASIN STRUCTURE AT THE MANHOLE CHIMNEY SEAL w❑ C-w cc m w�, OR APPROVED EQUAL. MANHOLE COVER TO BE ¢ �= a 4 LL CENTER OF STRUCTURE DOWN 2.38'FROM m ' v J m ' v U TOP CASTING TO INVERT. INCIDENTAL TO EXTERNAL SEAL SHALL BE C INSTALLED ACCORDING TO 24" 38"SQUARE TYPE II WITH 24"x U m „ = cn II )� � 38"SQUARE OPENING a o x � a o x STRUCTURE) THE MANUFACTURE'S 3000 PSI U o a¢ U o a¢ ❑ i 48"-72" r w CONCRETE wT w a P.E.PIPE DRAIN CONNECTION TO MANHOLE OR CB REOOMMENDATIONS. LL ❑a- z ❑a ❑ GROUT #4 EACH FACE ry ❑ a N U NO SCALE M - z r�s ❑ PRECAST BOTTOM SECTION WITH zi?4% ?e �n aa•__.___ i;_.. i w w a w POURED INVERT :� *r (3)1-1I4"HOLES 2,D„ m F o J ¢ wo z J = >3 USE(3J 1"BOLTS AND w w j° ¢ ¢z {TYP) F m r m ❑ ? U TURF ESTABLISHMENT AGGREGATE BASE TIE TO SHEET PILING = 0 LU a = (AS SPECIFIED) •-.t'::c, Z J G7 Iq W to 6"PRECAST BASE `t' ❑ U a¢ r,a #5 AT 12"O.C.EACH WAY ::i ' ?: U a 4 +�i:'•r- ;4•s '.: '?:¢.-�y e',;•% CJ U w O w r ;. . '.•: : :r4'::.y; .:.,a:•, : #4 EACH � tit:'•;^ #4 AT 16"C.C. 4°SHEET PILING(GALVANIZED: s''r4 i5 U U w U o''a. :e - o'.••► VOIDS FILLED WITH CONCRETE w • ;; x::, FACE l d x r *'a.'•.i •"a , MINIMUM .... ..;. a o ) STAGGERED INTERLOCK 10 GAUGE '' GEOTEXTILE FABRIC BRICK OR BLOCK ONLY `'.`' ,r. m � xm m zm :.: a a a ❑ (Mn/DOT 3733,TYPE V �:e•r'r. .,K., -.,^;^ `,?r'r:, .a:.t.::} ~ a w 7 w O w 5 w I a- tn Q- ::i• U SECTION A-A '•:�;;' .s. � •�- '.Y In 11 � � II .. _5•. a s a C)o a s ❑ i GRANULAR BORROW OUTSIDE WIDTH OF END w a n. w a > j . 1'0" AS SPECIFIED NOTES: (TYP) ❑n_ ¢ ❑a ❑ . ( ) 1.REINFORCING TO CONSIST OF#4 BARS @ B"O.C.BOTH WAYS SECTION PLUS 4'0" L > 6"PERFORATED,HEAVY WALL,P.E.PIPE 2.GROUT BOTTOM TO DRAIN TO CENTER BACKFILL WITH X"WASHED PEA GRAVEL GEOTEXTILE FABRIC 3.CORE DRILL INTO EXISTING MANHOLE ELEVATION z o z p OR SELECT GRANULAR MATERIAL&RAP (Mn/DOT 3733,TYPE V} 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED ¢ z �' ¢z w WITH GEDTEXTILE MNDOT 3733,TYPE I �{ 1'0" ❑ w z a z r u r n c n { ) 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH Cn m a T ' ° a (ALL TO BE INCLUDED IN UNIT PRICE BID CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HIU-SS-3 PER PER LINEAL FOOT OF 6"PERFORATED FOR CLEAN OUT CONSTRUCTION. P.E.PIPE) 6"P.E.PIPE DRAIN DETAIL 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. NO SCALE NO SCALE 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER Special Details Special Details Special Details Special Details �r CITY OF �r �o CITY OF �Se CITY OF �� CITY OF °�t PILING FOR STORM SEWER RIPRAP °�1e UNDERDRAIN DETAIL °�te CATCH BASIN MANHOLE D4-D1-15 T APRONS 24" DIA. & LARGER p1 1� DETAIL D3 01 1D STORM SEWER D�Di 15 WITHOUT SUMP (2'X3') HU-SD-6 j jLJ ( } R�.,,,�,- HU-SD-7 �Y1Sed HU-SD-8 �y"� HU-SD-9 Revised: EST.190e 03-12-20 -•� -� EST.E906 03-12-24 EST.i9ns D3-12-26 EST.�90s 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 DTL4 HU CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILS SH EET:C 5 OF 67 800-252-1166 051-454-0002 DATE REG. N0. FILE: 37-1 - 105 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC PROPERTY LINE 0-5, MIN.10.0'TOM kX 24.0' MIN.10.0'TO MAX 24.0' EDGE OF PLAT SLOPE 114"PER FOOT TO DRAIN BITUMINOUS CONTRACTION JOINT (SAWED OR PREFORMED ON WIDTHS 16'OR 1 GREATER) 30'R 3"TYPE 9.5 WEAR COURSE MIX(2,B) TO BIC (SPWEA240B) CONTRACTION JOINT(SAWED OR PREFORMED) 6"CLASS 5 OR SALVAGEDIRECYCLE❑MATERIAL \\ MEETING CLASS 5 GRADATION(MnDOT 3138) END CURB \ BACK OF CURB 3'0 BACK OF CURB 4T R GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED TO B1C UNDER AGGREGATE 1'-0" EXPANSION JOINT \ 3"TYPE 9.5 WEAR COURSE MIX 6"CONCRETE P.C.OF CURS BIKE PATH TYPICAL SECTION (2,B)(SPWEA240B) PAVEMENT(3F52A) 10'TEMPORARY EASEMENT FOR CONCRETE CURB VARIES CONCRETE CURB VARIES CUL-DE-SAC THAT WOULD EXPIRE &GUTTER y SLOPE &GUTTER IVEWA V7=Wpy SLOP WHEN STREET IS EXTENDED AND cn GROSS SLOPE WHEN SIDEWALK TRAIL DR DRI r.• CUL-DE-SAC IS REMOVED "PER FOOT CROSS SLOPE WHEN SIDEWALK!TRAIL , ., . s O CROSSES DRIVEWAY/4 "'a a Z w CROSSES DRIVEWAY Ya'PER FOOT . ;r s; , �w ■ 2'MIN. 3l4"LIP 'MIN. 3J4"LIP •}•r PROPERTY LINE Y• +•^ '+,¢:4 BITUMINOUS3" ►. ` p •` 32'F-F 0.5' 5' 0.5' +.a•L n.►: THICKNESS TYPICAL 4''�° '*�• ;t n' r * 6"CLASS 5 OR 6"CLASS 5 OR MIN. SALVAGEDIRECYCLED STREET PATCH 2'BY LENGTH OF CURBING SALVAG E DIRE CYCLED STREET PATCH 2'BY LENGTH T CURBING CH EXISTING MATERIAL MEETING CLASS REMOVED AND REPLACED(MATCH EXISTING MATERIAL MEETING CLASS 5 REMOVED AND REPLACED(MAT 5 GRADATION(MnDOT 3138) CONTRACTION JOINT SIDEWALKTHICKNESS) THICKNESS) GRADATION(MnDOT 3138} CROSSING ONLY SAWED OR 34'B-B 13, SLOPE 114"PER FOOT TO DRAIN PREFORMED MIN. \ NOTES: NOTES' 1. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF ANEW DRIVEWAY OR NEW 1. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW ri i•R:,1' DRIVEWAY OPENING,SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.WHERE SAID NEAREST JOINT IS MORE THEN 3' DRIVEWAY OPENING,SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.WHERE SAID NEAREST JOINT IS MORE THEN 3' 6"CONCRETE(3F52A) BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION,A CLEAN SAW-CUT WILL BE PERMITTED AND THE BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION,A CLEAN SAW-CUT WILL BE PERMITTED AND THE NEW SECTIONS POURED. NEW SECTIONS POURED. CLASS 5 OR SALVAGEDIRFCYCLFD 2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY 2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY MATERIAL MEETING CLASS 5 OR NEW DRIVEWAY OPENING,SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST.POINT.BITUMINOUS TRAILS SHALL BE SAW OR NEW DRIVEWAY OPENING,SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.BITUMINOUS TRAILS SHALL BE SAW GRADATION(MnDOT 3138) CUT AS DIRECTED BY THE CITY ENGINEER.SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL EXTEND THROUGH THE DRIVEWAY CUT AS DIRECTED BY THE CITY ENGINEER.SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL EXTEND THROUGH THE DRIVEWAY UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT.EXPANSION JOINTS SHALL BE PLACED AT EXISTING UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT.EXPANSION JOINTS SHALL BE PLACED AT EXISTING 31 DFWALK MATCH POINTS. SIDEWALK MATCH POINTS. 3. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW 3. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW DRIVEWAY OPENING,THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY,RECOMPACT THE AGGREGATE BASE,AND DRIVEWAY OPENING,THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY,RECOMPACT THE AGGREGATE BASE,AND TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER. TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER. 4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT DO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF WAY 4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT AO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF WAY SHALL RECEIVE A BITUMINOUS APRON EXTENDING T FROM THE BACK OF CURB OR 6'FROM THE PAVEMENT EDGE WHEN CURBING SHALL RECEIVE A BITUMINOUS APRON EXTENDING T FROM THE BACK OF CURB OR&FROM THE PAVEMENT EDGE WHEN CURBING IS NOT PRESENT,OR AS DIRECTED BY THE CITY ENGINEER. IS NOT PRESENT,OR AS DIRECTED BY THE CITY ENGINEER. 5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 4C'OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN APPROVAL IS 5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 40'OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN APPROVAL IS SIDEWALK TYPICAL SECTION GIVEN BY THE CITY ENGINEER. GIVEN BY THE CITY ENGINEER. Special Details Special Details Special Details Special Details L Y OF CITY OF CITY OF �. CITY OF RESIDENTIAL BITUMINOUS °ae RESIDENTIAL CONCRETE �e TEMPORARY CUL-DE-SAC FOR De,. BIKE PATH AND °d1e 04-01-15 04-01-75 Q4-a1-15 04-01-15 DRIVEWAY DETAIL HU-STR-12 DRIVEWAY DETAIL Re,19ed HU-STR-13 60' RIGHT-OF-WAYS Re g� HU-STR-17 IWGO HU-STR-16 SIDEWALK TYPICAL SECTIONS EST.�906 03-12-20 EST.1906 03-12-20 EST.190fi 03-12-20 EST.1906 05-27-21 318"DRIVE RIVETS WITH NYLON WASHERS (TLXDR 3878-05) PROPERTY LINE 4' 0.5' 8' 0.5' 4' �(„ 2"ABOVE GROUND 4' 0.5' 8' 05-4' EXISTING GROUND O O 2p, 2% Slope ° ° POST 6" 0 0 INTO ANCHOR N`r 0 0 0 0 O ' POST 0 2"x 2"x 10' ° 0 (20D12"10-QP) 0 0 ° ° 77X'TYPE SP 9.5 WEAR COURSE MIX(2,B)(SPWEA240B) 6" Class 5 Aggregate Base or Reclaimed/Recycled ° ° 6"CLASS 5 AGGREGATE BASE OR Equal Meeting A Class 5 Gradation (MnDOT Spec. 3138) RECLAIMED/RECYCLED EQUAL MEETING A 5116"CORNER BOLT CLASS 5 GRADATION.(MNDOT SPEC 3138) Geotextile Fabric To Be Placed Under Aggregate WITH NYLON LOCK NUT GEOTEXTILE FABRIC TO BE PLACED UNDER AGGREGATE (TLCB 516M) o • TYPICAL GRAVEL TRAIL SECTION RFC - 369G m : NOT TO SCALE ANCHOR 2-114"x 2-1 A"X 4' e (201`12-04-PG) 00 NOTES: 0 5116"CORNER BOLT 0 1_ 0-063"THICK ALUMINUM SkGN-WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFILECTORIZE❑ OG (TLCB 516M) o 0 BACKGROUND. 2. 2"x 2"TELSPAR POST,MINIMUM 3 FEET BURY DEPTH AND M INIMUM 3 FEET ABOVE EXISTING GROUND. 3- STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY- 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. 5I16"NYLON LOCK NUT CITY C)F Special Details CITY OF Special Details `, CITY �F Special Details TYPICAL TRAIL o 04-01-15 STRUCTURE MARKER ate SIGN DETAIL °ae D4-01-15 SECTION Re,Sed H U-STR-18 o4-a1-1 s SIGNS HU-SIG-1 � HU-SIG-3 D5-27-21 Re,s�a EST 1906 03-12-20 EST.1906 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL6 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONAL ENGINEERING INC ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTSRFC ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE UL� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � IIIConsulting Engineer s DETAILSSHEET:C 6 OF 67 800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 106 A NON-WALKABLE �1� WALK OR WALKABLE 2"RAIN CAP P �U A KIT " P 9"STREET I.D. (TLARC 200) r1 MAX. } �J F 9"STREET LD. WALK S STRAIGHT FORMS Q 0 MAY BE USED 0.. S 0 SPACE 112"x 2"PVC 11 Q O il TUBE WITH#34-2" /F21 �4318"DRIVE RIVETS WITH CHERRY MATE RIVET FLARE NON-WALKABLE NYLON WASHERS 30"OR 36"STOP BACK OF CURB F „ TLXDR(3878-05 FLOW LINE p OR WALKABLE 4 DIAGONAL WITH#34112"CHERRY MATE RIVET 0 8 SURFACE 2Y, 1 O' 0' I MAX. O' SHALL ONLY BE USED AFTER ALL FRONT OF GUTTER F OTHER CURB RAMP TYPES HAVE BEEN 318"DRIVE RIVETS WITH A F EVALUATED AND DEEMED IMPRACTICAL NYLON WASHERS TLXDR(3878-05) PERPENDICULAR F �� CY- F FANQa NOTES: A LANDINGS SHALL BE LOCATED ANYWHERE THE PEDE5TRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION.AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. POST 2"x 2"x 12' AND IF THE APPROACHING WALK I5 INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN I5'FROM THE BACK (20D12 12 QP] 2"ABOVE + 7"LOGOF �QF OF CURB WITH 6'FROM THE SACK OF CURB BEING THE PREFERRED DISTANCE.ONLY GROUND 0" APPLICAALE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. t�7"LOGO d 11 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE 6"STREET NAM WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. 4700 1��.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP HUGQ E County Line ��' EXISTING GROUND NON-WALKABLE OR S NON-WALKABLE OR VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES JWALKABLE SURFACE 4 4 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL�. HUS BOTH 9"STREET I D- 3"ADDRF�; FLARE FLARE SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.(EXCEPT AS STATED IN L�J BELOW. J0 NUMBERS TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED,ALL INITIAL LANDINGS AT A TOP OF 9"STREET I.❑ 3"ADDRESS O O 01 03 0" 0" @ G IN AN INDEPENDENT (CONCRETES POUR.FOLLLOW SIDEWALK)REINFORCEMENTIEDETAILS QN SHEET 6 OF 6 7 NUMBERS F FOR ALL SEPARATELY POURED INITIAL LANDINGS. POST fi" 0 0 A T WHEN SIDEWALK IS AT BACK OF CURB.TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. INTO ANCHOR 0 a TIERED PERPENDICULAR MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. POST 2"x 2"x 12'-0" ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 0 0 (20D12-12-❑P) C 11 MODIFIED FAN D 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS a 7 2 SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" 1N THE PATH OF TRAVEL.DETECTABLE WARNING USED WHEN RIGHT-OF-WAY TO COVER THE ENTIRE PAR WIDTH OF ON EACH -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE 5116"CORNER BOLT 6 F D" IS CONSTRAINED WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF.WHEN ADJACENT TO CONCRETE FLARES Q 0" - 3" OFFSET IS ALLOWED. 0 0 WITH NYLON LOCK NUT _ 5 2 B WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS 41 5116"CORNER BOLT 0 0 (TLB 516M) STABILIZER ' T THAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE WITH NYLON LOCK NUT F WITH THAN 20 FEET. STABILIZER o 0 2-112"x 2-1/2"x 18" 2 RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.RADIAL (TLCB 516M) 2-112"X 2-112" 0 0 ° ° (241`12-ODA-PG) LaiV// 1 DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. • 0 OIL Olk n F QI MATCH FULL HEIGHT CURB. I Q 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. EXISTING GROUND } C Q3 3" HIGH CURB WHEN USING A 3'LONG RAMP.4" HIGH CURB WHEN USING A 4'LONG RAMP. 2"ABOVE GROUND PARALLEL 40 SEE SHEET 4 OF 6.TYPICAL SIDE TREATMENT OPTIONS,FOR DETAILS ON FLARES ANCHOR e 0 O Q" AND RETURNED CURBS. 2-114"x 2-1A"x 4'-0" ' ° 0 0 11 DETECTABLE WARNINGS MAY BE PART OF THE 4`X 4'MIN.LANDING AREA IF IT IS NOT o (20F12-04-PG) POST 6"INTO CURB OR FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. 0 o VAR. 4'0"MIN. 6 THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE v° ANCHOR CURB AND RAMP REQUIRED LANDING I O THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) •• ANCHOR o o GUTTER 1/4" R. 7 O ( WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, vo _ _ ::'bi'.a'-.'. IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. 5116"CORNER BOLT 2-114"x 2-114"x 4' o o " 9~ �O.D2 F7./FT.MAX. 4'0"MIN. WHEN ADJACENT TO PARKING LOTS.CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING 04� (TLCB 516M) ve (20F12-D4-PG) o ^—— 5 SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE � ' p.05 FT./FT.AND REQUIRED LANDING SNOW & IC£ REMOVAL. 0 0 � ee o o S 0.083 FT./FT PREFERRED 1/4" R. 8 A 7'MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. oa 0 0 6" CONCRETE WALK _ _ 9 PAVE FULL WALK WIDTH. 0 5116"CORNER BOLT :s`:' 4.'.�r;,..�.; :�!,:�-a'.-•,n ..-. .- 5116"NYLON LOCK NUT 00 (TLCB 516M) 0 0 SECTION A-A 0.02 FT./FT.MAX. [, 0 EUALUATEaSANa DEENMSERHIMPRACTICAL USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN 0 0 CURB OR 6" CONCRETE WALK ,i 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. PERPENDICULAR/TIERED/DIAGONAL CURB AND O REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT 0 o GUTTER SECTION C-C © BOULEVARD OR SIDEWALK GRADE$. 5116"NYLON LOCK NUT PARALLEL/DEPRESSED CORNER I 5 CURB OR LEGEND CURB AND VAR. 4'0'*MIN. g THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE Special Details GUTTER 1/4'1 R. RAMP REQUIRED LANDING S CONDITIONS WARRANT.LONGITUDINAL SLOPES UP TO 8.37 OR FLATTER ARE ALLOWED. r CITY OF p Special Details �s] INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN STREET I.D. date CITY OF �dSe .i <' a r1 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN 04-01-15 STREET I.D. !STOP 04-01-15 e:;_°.:•• .:,:` 4''' 0.02�FT-eFT. AX. G AND THE CROSS SLOPE SHALL NOT EXCEED 2.0/. SIGN DETAIL HU-SIG-4 SIGN DETAIL >0.02 FT./FT.AND F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER F7emsetl L' Revised HU-SIG-5 50.05 FT./FT PREFERRED �y 10" THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN EST.1900 03-12-20 11, 1JG0 EST.1906 03-12-20 5" CONCRETE WALK AND CROSS SLOPE SHALL NOT EXCEED 2.0%. "! --�� I ® LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX SECTION B-13 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. FAN DEPRESSED GARNER X" CURB HEIGHT REVISION: milSTANDARD PLAN 5-297.250 1 OF fi PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-00r4�-20 r1 * APPROVED: 11-04—2D21 VARIABLE WIDTH S YARIABLE LONG CHORD WIDTH �raEY/Pcax M I N N @ SNT REVISED: DEPARFiNENT STATE PROJ. N0. [TH l SHEET N0. OF SHEETS O OPERATIONS DIVISION OF THOMR TYRSICKI TRANSPORTATION STATE DE$ N ENGINEER RADIUS 6 2 0a@0 ago aaa ® 2 0@00 000 ® 0a0 0 ® 000000 ® ® � 0000 ® ® � ® ® � 00000C� C� 00_-H0 2 4 0000010A00000 ® 0000a0000 0 0 0 z a 00000000000 0 0 0 0 0 0 0 0 0 0 0 �F 0 0 0 0 0 0@ 0 0 0 0 0 0000aa0000 ® N V 0 0 0 0 0 ® 0 0 0 0 0 a ®® ®�g O 0 �0 p a l9' •0 a 0 0 0 0 0 0 0 0 0 ®®000@0000 0 a a a a @ o a CLLO q 0 000000000 1 3 3 1 4 I 1 VARIABLE SHORT CHORD WIDTH RECTANGULAR PLATES RADIAL PLATES HOSE LOOPS HOSE LOOPS TYPICAL RADIAL TRUNCATED DOME PLATES RADIUS LONG SQUARE PLATES 3 GUYS EACH OF 10 50 - s5z (FEET) CHORD FEET REQUIRED OF BASE DIAMETER WIDTH PER FOR 96 GAUGE TWISTED WIRE 3 GUYS EACH OF 10 a.z" TURN0 (INCHES) PLATE DEGREE 120 DEGREES APART GAUGE TWISTED WIRE la 231/ 3.53 a AROUND THE TREE 120 DEGREES APART 13 AROUND THE TREE 0.911 TO 1•a" is 23yZ jr 3.67 12 TURNBUCKLE 20 1813 3.00 20 TURNBUCKLE SECTION A-A 20 ISYS 2.98 20 TRUNCATED DOME 25 2OY2 3.28 23 COLORED FLAGS 1 PER WIRE 4" DEEP MULCH 25 23YI, 20 30 22% 3.65 25 COLORED FLAGS 1 PER WIRE 4" DEEP MULCH 35 22 3.56 30 24" STAKE NOTES: 24 STAKE DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC FOR MNDOT PROJECTS.SEE MNDOT'S APPROVED/QUALIFIED PRODUCT RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAC). LISTS. DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT FOLD BACK BURLAP A SQUARE OR RADIAL GRID PATTERN. ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANGFACTURER. BAC K FILL WITH TOP SOIL DETECTABLE WARNINGS ARE REQUIRED: AND REMOVE ALL FOLD BACK BURLAP BAC K FILL WITH TOP SOIL -WHERE RAM PS.LANDINGS,OR BLENDED TRANSITIONS PROVIDE pl CENTER-TO-CENTER DOME SPACING: 1.G" MINIMUM, 2.4" MAXIMUM. AND PEAT MOSS 3:1 RATIO AND REMOVE ALL A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. TIES/WIRES FROM -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS Q2 BASE-TO-BASE DOME SPACING: 0.65" MINIMUM. 18• MIN AND PEAT MOSS 3:1 RATIO THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES CR (1 DOME BASE TO PLATE EDGE SPACING: 0.35t1 MINIMUM, TOP OF BALL TIES/WIRES FROM 1W MIN OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. v 0.75" MAXIMUM. E BALL DEER TOP OF BALL -AT PEDESTRIAN RAILWAY CROSSINGS. � -ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. L:J SPACING VARIES ON RADIAL PLATES. E BALL DMJAEIQt DETECTABLE WARNINGS SHALL EXTEND; TYPICAL WIDTHS AVAILABLE: -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. CHECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS. THE FULL WIDTH FULL WIDTH ON EITHER END.THE RAMP,LANDING,OR BLENDED TRANSITION. WITHIN 3" OF FULL © ON RADIAL PLATE,RADIUS DEFINED AT BACK OF CURB. TYPICAL CONIFEROUS PLANTING -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. D TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE RADII. TYPICAL DECIDUOUS PLANTING DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH R F C 8 6 0 A ADJACENT GUTTER,ROADWAY.OR WALKWAY,EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP RFC 8 6 0 C SURFACE,FXCWDING THE FLARED SIDES. Not To Scale APPROVED AUGUST 23,2010 STATE OF MINNESOTA SPECIFICATION STANDARD Not To Scale DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2531 NO. DETECTABLE WARNING SURFACE 2563 S TE DESI ENGINEER TRUNCATED DOMES REVISED 7038A 01-09-2020 M.J.E. UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL7 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ��Ejlj ONALRFC ENGINEERING IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILS SHEET:C 7 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37—1 - 107 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 2"RAIN CAP 9"STREET I.D. (TLARC 200) HEIGHT-41"-45"ABOVE PAVEMENT 1'GRAVEL�- ,'LDE SPACE 112"x 2"PVC TUBE WITH#34-2" NAME AND ADDRESS ON SIDE OF BOX FROM WHICH CARRIER APPROACHES.IN LETTERS ONE CHERRY MATE RIVET INCH HIGH. 3D"OR 36"STOP 318"DRIVE RIVETS WITH 3:1 NYLON WASHERS TLXDR(387B-05) EXISTING GROUND LINE BITUMINOUS ROAD APPROVED BACKFILL MATERIAL (VAR.DEPTH TO TOP OF PIPE) + � 7"LOGO 6"STREET NAM NORMAL TRENCH SLOPE IN AREAS OF SUITABLE FOUNDATION MATERIAL 9' STREET ID. 3"ADDRESS NUMBERS 1 � ''� 1 1 1 City Hall 14fifi9 Fitz9 erald Ave N 2' .: 2' PIPE SPRING Hugo, MN LINE POST 2"x 2"x 12'-0" SUITABLE (20D12-12-QP) ONSITE 2'MIN.4'MAX AS DIRECTED BY THE 1 a GRANULAR FOUNDATION 6"-8"FROM ENGI 5116"CORNER BOLT NEER 1 CURB FACE 4"X4"WOODEN WITH NYLON LOCK NUT I ' GEOTEXTILE FABRIC POST (TLB 516M) TYPE 4 STABILIZER 2-1I2"x 2-112"x 18" (24F12-ODA-PG) PIPE BACKFILL AS DIRECTED BY THE ENGINEER 0 o EXISTING GROUND } 41"-45" ANCHOR n o O 0 2"ABOVE GROUND 3' 2-V4"x 2-114"x 4'-0" (20F12-04-PG) POST 6"INTO 314"TO 1-112"100%CRUSHED FOUNDATION ANCHOR 0 0 MATERIAL OR APPROVED GRANULAR a 0 MATERIAL,WRAP WITH GEOTEXTILE FABRIC 3:1 TYPE 4,ORIENT LENGTH OF ROLL 0 0 PERPENDICULAR TO PIPE AND OVERLAP 0 SIDES AND END 3 FEET BURY POST NO MORE THAN 24" 0 0 DEEP 0 0 5116"CORNER BOLT o 0 q a 00 (TLCB 516M) 0 a 0 0 a v 5116"NYLON LOCK NUT CITY �F Special Details Special Details Special Details Special Details �r �, CITY r, STREET I.D. !STOP °ate QF TYPICAL TRENCH FOR °' CITY OF CITY QF MAILBOX DETAIL °ate MAIL BOX BUMP Date 04-01-15 ia..i _i t, 04-61-15 03-12-20 �v�sed SIGN DETAIL HU-SIG-5 � � UNSTABLE FOUNDATION Re1etl HU-MIS-1 1- Reb.1e� HU-MI5-2 fWG01 OUT DETAIL Re•se6 HU-MIS-3 11) - EST.isos 03-12-20 EST.i�as D3-12-20 EST i�as 03-12-20 EST isos UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTI-8 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILSSHEET:C 8 OF 67 800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37—1 - 108 \\ _� n_ ✓ 933 \ \ 934- ` � ,� � - \ I\ I ul m � � � 932 933 � � III III �' -1 932 - - - �I III 1 / NOTES : n 1. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND FERTILIZED 1 II n CULVERT END I i° � � iii � WITHIN 7 DAYS OF ROUGH GRADING. PROTECTION CULVERT END lul INLET PROTECTION 2. INLET PROTECTION TO BE INSTALLED ON ALL CATCH BASINS ON FREELAND FREELAND AVENUE N 134TH STREET N, � PROTECTION � �"' ii �� �� \ GENEVA AVENUE TNN�AND GENEVA COURT N. s \ W W X X X X X X X x X X X X X X 3. PROXIMITY TO WETLAND REQUIRES STABILIZATION WITHIN 24 HOURS. I W W W W W W W W W W y W c 4 W y W W W W y y W y W W W W W W W W X X X X X X X X X X X X _ 4. A CITY APPROVED DEWATERING/PUMPING PLAN IS REQUIRED PRIOR � s34W 3� �� \ X X X x x X ' X l TO ANY PUMPING ACTIVITY. NOTIFY CITY OF HUGO ENGINEERING W W W W W W W W W W WI W W W W W W W W W W W W W W W W W W Y� W W W WY Y `Y W W W `Y W �Y �. W ,Y W �Y W W W �Y W W W W W IW �Y ❑ ❑ ❑ ❑ W W •Y •Y ❑ W ,Y W ,Y W W I X X X X x x X X X X J DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. I W W W W W W W W W ❑ ❑ ❑ LFE=934.0 E x x x x x x x x x x r - - ❑ ❑LFE=934.0 5. NO FERTILIZER IS ALLOWED WITHIN 50 STRUCTURE SETBACK. 934 X x x X X X X / I I FES W31 W ❑ ❑ ❑ ❑ LFE=934.0 LFE=934.0 LFE=934.0 ❑ I❑ LFE=934.0 W W x x x x x x x x x A ILL W W W W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I El ❑ ❑ ❑ ❑ W W X X X X X X X X X I/ I WL: 1' 2 0 W ❑ LFE=933.7 ❑ ❑ ❑ FE= 941.9 // WL'/ 9� W GFE= = GFE= GFE 41 g LF - `�' �' x x x x �x x x x x x x x I w w W GFE= I GFE_ ❑ ❑ 3.0 u u x x x x x x x x x x x x + W 'Y I I W y y W y ❑ ❑ ❑ I❑ 941.9 941.9 941.9 941.9 941.9 00 £S El ❑ ❑ ❑ ❑ ❑ ❑ �y��yl X X X X > •X E X X ❑ 941E6 ❑ ❑ I❑ ❑ ❑ LJI ❑ ❑ ❑ El ❑ ❑ I ❑ ❑ �'' ❑ ❑ ❑ ❑ ❑ ❑ ^ w w x x x x •x W W W W FE- � g g w v .� X X X X ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �, ❑ ❑ o ❑ 2 2 aLET X X X x x I I W W W W W ❑ ❑ ❑ ❑ °° c ❑ ❑ ❑ ❑ ❑ ❑ CND�R ON as ❑ ❑ ❑ 1� W 'k W X X X X X X W W •Y •Y •Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑LA yWWLXD ❑ ❑ XXXX XX x X 0 25 50 100 W Y Y \I I LFE-933.7 ❑ ❑ a ❑ H 23 W `� X X X 1 y W W I c 0 94.2 W X X X X X FEET W W W W ❑ ❑ o i +- O W W W W W W w FE= ❑ ❑ 4. � W W W W X X X 941.E / C CBMH 2❑ ❑ ❑ [( IE�21❑ ❑ ❑ ❑ ❑ ❑ FE_ ❑ W B 00 49 33.3 W W 1J - r I F I El 7 7 7 0 I W W W W 0 ❑ T C7 0 ❑ ❑ $ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v ❑ ❑ ❑ �, �� ❑ S] y W I W IGFE GFE GFE= I ❑ ❑ G. - ❑ ❑ ❑ ❑ GFE_ ❑ 942.9 ❑ 9 0.7 9 0.7 ❑ 9 OE7 9 0.7 - 9 94 .1 / 940.7 ❑I ❑ ❑ ❑ ❑ GFE= w W COI �O 943.9 ❑ ❑ ❑ ❑ 940.9 u W u W / y F =934. 33+00 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LFE=932.8 LFE=932.8 rn � LFE=935.0 LFE=932.8 LFE=932.8 LFE=932.8 J W y 4.7,E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 9 0E W 1 ❑ ❑ ❑ LFE= 36.0 ❑ W ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WcI W W xWx x ~ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑I W W W W W W W W W W �Y �L �L �Y W W W I W W W W W W W W W W W W W W �Y �Y W .y ,y X X X X X X X X X X X X X X X X X / V W •Y W W W I.y .y .y .y .y W I .� .� ,y ,y .y •y W W WY •Y /W •Y W W W W I `Y `Y `Y W W E=93 X X X X X J X X X X X X X X X X X X X X X ❑ ❑ ❑ ❑ ❑ ❑ ❑ `� `1' X X X X X X X X X-•' -j E X X X X X X X LF =93 2 ❑ ❑ 4' ')' W W W Y •Y •Y •Y W W W W •Y •Y W W W WY •Y W •Y W W W W •Y W W W W •Y W W \ X X X X X X X C X X X X X v v w I ❑ ❑ ❑ ❑ LFE= 4.7 w w w w w w w w w �� v W y w w w y w ❑ ❑ ❑ ❑ W W W W W W W W .y X X X X X X J X X X X X X J X X X / W •Y ❑ ❑ +y X X X X X X X X X X X X X X X X X X X X X X X X\ X X X X X X X X X X X X X X X X X X X X I X X X X X X X X W W WY W ,y .y X X X X X X X X X X X X\ X X X X y GFE- 32 00 ❑ ❑ ❑ ❑ x x x x x x x x x x x x x x x V x x x x x x x x x x x x x W W x X X X X X x J J < x x x x x x x x x v v v 2.1 GFE= W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x > W W x x x x x x x > x x x x 'k 942.6 I ❑ 4.3% x x x x x X x x�r-�x x x x x x Oc x x x x x x x x x �c�� ��x x x x x x x x x x x x x x x x� W 3.6% y X X X� X X X X X X X X X X x x X X X �X x x x x x x x� X X X X X X X X \ W W ❑ ❑ ❑ ❑ ❑ ~ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X�)(�X JS X Y�� X X X X X X X X X X X X X y ❑ ❑ Li ❑ y ❑ ❑ ❑ ❑ ❑ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W T LF =93 5 ❑ ❑ E77u W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ❑ ❑ ❑ LFE- 34.9 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W W ❑ ❑ I 11 ❑ ❑ ❑ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 GFE= 919 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x < x x x x x x x x x �/x x x x W W I 942.4 GFE= W x x x x x x x x x x x x x x x x x x x x x x x W W Y I 942.8 y 4.4% 31 Oo X X X X X X X X X X X X X X X X X X X x x X X X X X X X X X X X C X X > X X X X X X X J X J X X x x X X W 'k W � W X X X X X X X X X X X X X X J C � X ) '! X X X J C X X X X X X I y Q ❑ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W E ^- X X X X X X X X X X X X X X X X X X X C-yC� X X X X X ) C X X X X X X I I y L� I.� ❑ ❑I ❑ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ) X X X X X W W FE=935.0 ` ❑ ❑ ❑ W W X X X X X X X X.`� XX XX X X X XX xx XX X X X XX XXXX LEGEND ❑ ❑ ❑ ❑ ❑ ❑ LF =936.1 W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X 'J(► X X\ X X ) C ) X J X X W - GFE= x x x x x x x x x x x x x x x x x x x x x �x x x x c x x W W 3 942 ❑ ❑ 17 XXX XX X X X XXXXXX X X XX X X x ---- � x X X X i�' / / ---- RIPRAP, CLASS III WITH FABRIC 7.4% GFE= W W X X X X X X X X X X X X X X X -_ w w 944.0 \W X X X X X X X X X X X X X X X X X W W X X < X X W %� W W ❑ �o C'8% W W X X X X X X X X X X� X X X X X X W � X HYDROSEEDING LIMITS, SEED MIX 35-521 , X / W W ❑ X X _ X X X X X X X X X X X X X X X X x X / \ SEE SPECIFICATIONS W ❑ T CTION c6 1 -- _ X W ❑ ❑ W / HYDROSEEDING LIMITS, SEED MIX 34-262, X X X X X X 1�qo X (�x X X X X X X X X X X � � SEE SPECIFICATIONS W W x x x �x x x x �' < � x x x ❑ ❑ � ❑ ❑ - �' x X X X X X X X X X / \ ❑ ❑ SODDING LIMITS, 928 - \ SEE SPECIFICATIONS �. .� W W W W ❑ ❑ ❑ ❑ ❑ ❑ W W X /W / X El El ❑ ❑ El El El El X / Y W y W W W W ❑ ❑ E `❑ /� `\ / _\ ` \ X X ` X //`1' W W \ 944.2 J�N Y 7C SILT FENCE I � W y W � W � ❑ ❑ ❑ ❑ � �/ .�.� � � \ \yam`��W � x/J� '� � \ � � \� � LFE=936.3 El El \I I W Y W W 'k .Y W .Y W .Y W❑W❑ ❑41 W V' `Y ,Y /Oj� / / N/ pJ� / J\ / OUTL / `929\ / 'p UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 1 K: CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E�( MY GOODVIEW ESTATES COMCAST (952) 607-4078 DIRECT SUPER 1 D T AMA Ham Lake, MN 55304 HUGO MN DATE: 07/06/22 OOPRBR STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS DULY �E SSIONAL RFC ENGINEERING ' IN C ■ Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T1 LAWS OF THE P XCEL ENERGY (612) 526-4508 06 29 22 OUTLOT CONFIGURATION MINNESOTA. . STORM WATER POLLUTION PREVENTION PLAN 0�8 ��� HUGO PUBLIC WORKS (651) 762-6301 / / FaX 763-862-8042 SHEET:C 9 OF 67 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Consulting Engineer $ I I I DATE REG. N0. IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FI LE: 37-1 -109 --- -- — l \ �/�� C 936 \936 I y? \ 9 \ _ \ / 1�935 9 5 `� - -� NOTES 1. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. 2. INLET PROTECTION TO BE INSTALLED ON ALL CATCH BASINS ON _ _ _ 934� I I �o `r L` --` _ FREELAND COURT N, FREELAND AVENUE N, 134TH STREET N, 95"L s r d / J \ —934— —\�' n I I 934 --- �` GENEVA AVENUE N, AND GENEVA COURT N. —934— 933 _ I _ t7— 3. PROXIMITY TO WETLAND REQUIRES STABILIZATION WITHIN 24 HOURS. �935— � 1/ / _g32— — r \\ I I �r �� — —934— -� _ j 4. A CITY APPROVED DEWATERING/PUMPING PLAN IS REQUIRED PRIOR --931— / �\ — \ -�3 -J n TO ANY PUMPING ACTIVITY. NOTIFY CITY OF HUGO ENGINEERING n ` DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. Ott 5. NO FERTILIZER IS ALLOWED WITHIN 50' STRUCTURE SETBACK. n _ " �— 933 �' �/ (�'ry/ o`�� a 1 1 \ /' III/ n rn I < l ^ 934 I m 3 I N _ (ii n 932 \ J l I / 933_ / n —932 ili I ili\�t- n / — n ��,o \ 0 0 25 50 100 Q-ty y y y y y y y y y y y y y y y X X X X X X X X X X X X X X �X� X�— X OJ y y y y y y y y y y y ❑ ❑ y y y y y y y y y y FEET X X X X X X X X X X X X X y � y y y y y y y y y y y y y y y y y y � y y y y ❑ � � M � y y y y y y y y y M y y y y y l y y y y y y y y y y y y y y y X X X X � X X /- �— Z y y y y y y y y y 1 \ y y y y ❑ ❑ ❑ ❑ ❑ ❑ y y y X X X X , �?C )S- _ / ��yO y y y y y y y ❑ ❑ ❑ ❑ ❑\n ❑ y y y y I yy y y y X X X X X X X �.� X X C/ '�1�'TI" J /VI y y y y . y y y �Jj \❑ y y X X X X X X X \ y y y y y y y II ❑ ❑ ❑ C X X X X X X X X v Y X II I I y y y y y y y y g9OJ ❑ ❑ y y n y y X X X X X X X X X X X y y X X X X X X X X X X X X X X `1' `1' `1' `1' `� y y y y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ y y X X X X X X X X X X X ) X X I/ I \ `i' y y y y y y y y \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ^ ❑ ❑ \ y y y y X X X C X X X X I 'I \\y y y y y y y y ❑ pO�\ ❑ ❑ ❑ ❑ vc 1 y y y y y y y y y y y y y X X X X k X X I y y y y y y y y \ ❑ ❑ L) ❑ ❑ ❑ ❑ y X X X X• X II y y y y y y y y y y ^ ❑ B ❑ ❑ ❑ X X X X X f- L \ �' El El J C �-- / II y y y y y y y y y y y X X X X X X X X I W I ❑ —❑ ❑ y y y\ y y y y y y y y �I y y X X X ) ) X X X X X X II y y y y y y y y y y W �•� ❑ ❑ ❑ y y X X X X X X X X `�' `�' y y y y y y y y ❑ ❑ ❑ ❑ ❑ ❑ ❑ F y y L X X X � X X I O cw0 o y y I \ y y y y y y y y y l ❑ ❑ ❑ ❑ ❑ \ \ oy X X X X X X X y y y y y y y y y y y y CCD _� o 4. /0 y X X 'I (\ y y y y y y y y y y y y/ y O ❑ L LIT❑ ❑ ❑ ❑ ❑ ❑ y y X X X I I y y y y y y y y y y I y y n f0 1f) 9`lI ❑ ❑ y y \/ ' \ y y y y y y y y / y C 5!� ❑ F-1 ❑ y y I y y y y y y y y y y v, e \ y y y y y y y El El El El I �O o 9 I I //�� I O U T L O T y y y y y y y y 111 ❑ ❑ ❑ ❑ y y �OI O)�O I/1 I \111 YY —` I 010 ❑ ❑ R y y y y / I I � \ � y y y y y y y y y y � � y yl y ❑ ❑ y y y y\ y y y y I 9L y y y y l y y y ~ I c y y\ v ❑ 10 ❑ ❑ ❑ ❑ ❑ I y y X X X '/ �\ y ��, y y y y ❑ ❑ y y � y X X \ X X X X X X X X X X X X X \ y \ _ y I X X X X X X X X X X X X X X X X X X ) D y y y y y ❑ `1' `1' X X X X X X XX X - X X X X X X X y y y y y y y y y y X X X X X X X ( X X X X X X�'1X X X X X > X H X X X X X ) X X X I \ I v \ y y y y y y y y \p, \ \ ) I I \9 LEGEND X X X X X X X X X X X X y y y y y y y X X X X X X X X X X X X X X X X X X X X X y y y y X X X X X X X X ) X X X X X \X X X X I "/ �p� 29 X X X X \ x X X X X X X X X X X X X X X y y X X X X X X X > X ) X X X M � M � X X. 7C X X X x X X X x - � X X X X X X X X X X X X X X X X X X X� I I �� ® y x X x RIPRAP, CLASS III WITH FABRIC X X X X X X �� X X X X X X X X� X X X X X X X X X I I x x x xx x x x� x x x x x x x x X x x I g29 / x x x x x x x x L� I y/ ,� x x X x XV X y y HYDROSEEDING LIMITS, SEED MIX 35-521 , X X X X X X X X X X X X X X X X X X X X X X X X X L / � y y x x x x x x x x x x x x X x x x x x x II _ \ _ (� , y X x x x x x x x SEE SPECIFICATIONS / \ � I Z / / X X X x X X x x x x x x x x x x �)r x x x x x x x x � �� �� _� \f X X X x x x x x x x X X x x x x x II / 929=928 - - - -928 rn / X, X X X X X X X x X X HYDROSEEDING LIMITS SEED MIX 34-262 X X x X x X x x X X X X X X X x x x — = ` X X X X X X x X X x X X , • X X X x x x x x X x x X x x X X X X x x x X X X X SEE SPECIFICATIONS xxxxxx x x x xf- xx x x x x x x x x xxXX ���"^ � x / ' \ X �S( X X X x X ) p� \93 \ \ x x x x x x 9 x x x x x x x x x I g� � � \ ❑ ❑ SODDING LIMITS, X x x x x x x x � o� \ X X X X X X X x x X X X X x X X x X X CULVERT END 930 / X X X X X X X X X X SEE SPECIFICATIONS x X > ( X �F- -) x x x X X > X x X X X X Ili PROTECTION X X X X X X x x x X x X X x x x x x x x x x x x c > x x x x x x x x x x x x x x x x x i - x x X x X X x x x > x x x x x X X x x x x x x x x x X x x—�'�—x- x x x x x y y y y \ y X X X X X X X X X z X X X X X x SILT FENCE x x x x x x x x x x x x y y y —_ � �— �+ x x x x x x x x x x x x x x X X X `� X X X X � / ——— �, y y y y / y x x x < > X X X X X X x�—x x x x x x x x � x x x x � _ ��� �— —����__ X x X \ X X X X y y \� y y � x_ CULVERT END — \ x X x X X y PROTECTION W� \ X x / y / \ / — — -- 928 _ ) sea-- / 1 \ \ X X X X X X x x x x x x x x x X X X X X X �-'�x x X X X xxXx ; XX X X X X X /: X X X X X X FESI 90 x x x x zx x x x x x x x x x x x x x x x x x x x x x x UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 2 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONAL RFC ENGINEERING , IN ■ HUGO, MN 00PRBR STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ��ffTelephone 763-862-8000 JOB NUMBER: 2112 ENGINEEW LAWS OF THE P ONE CA66 XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 STORM WATER POLLUTION PREVENTION PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � ConsultingEngineer s SH EET:C 10 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 -110 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 932 934 \Y 6 / , '� �93 r 1 \ I NOTES I I 934 -`` / r /g� \ 3� / 'J 1. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. —934— 2. INLET PROTECTION TO BE INSTALLED ON ALL CATCH BASINS ON n ,� / ` \ \ , o� / f / i i FREELAND COURT N, FREELAND AVENUE N, 134TH STREET N, n \ 6� GENEVA AVENUE N, AND GENEVA COURT N. 'g3 3. PROXIMITY TO WETLAND REQUIRES STABILIZATION WITHIN 24 HOURS. 00I it ----�-i i/ 4. A CITY APPROVED DEWATERING PUMPING PLAN IS REQUIRED PRIOR .rid iii� / f // A i % i / TO ANY PUMPING ACTIVITY. NOTIFY CITY OF HUGO ENGINEERING 934 \ I III 3i �\ ' _ ti � _- -n DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. �--933_ � �III ill 934 I w � � I 5. NO FERTILIZER IS ALLOWED WITHIN 50 STRUCTURE SETBACK. —932— � \ � I I III I / 932 / II I II CULVERT END 1 I iIi 11 n PROTECTION CU VERT END P CTION 932 y y y ❑ ❑ y y y y y y y y y \ y y y y y y y -J` y :t* y y y y y y y y y y 1 \ y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y �Y y y y y y y y y ❑ /. y y y y y y y y y (T y y y y y y y y y y y y y y y y y _yL y y y y y y y y y y yyyyyyyyV 1\ I I /ram100I T O C TI O ❑ ❑ Ty y y I y y y y y W y y y y y y y y y y y y WL y y O `S 50 IF y y I I Y \\ yyyyy ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ��'-I I FEET y y 89� ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ' I y y y ❑ y y ❑ ❑ ❑ ❑ ❑ 3 4 ❑ ❑ ❑ 5 ❑ 6 INEi CTION ❑ �� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I i I I y y y�y y ❑ °° ❑ ❑ ❑ ❑ b ❑ I y y y y y ❑ B ❑ ❑ ❑ ❑ ❑I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ I I I I I yyyyy y y y y l 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ nn ❑ ❑ ❑ LD ❑ ❑ ❑ ❑ ❑ � jdf�TIOR ❑ ❑ ❑ l I I \ I N OD It`CE P ECTI t� y y y y y b� ❑ aS ❑� ❑ ❑ ❑� I, I y y y y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑C LJ C M 66 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑C�5❑ ❑ y y y y y y ❑ ❑ ❑ ❑ ❑ ❑ o --I- CULVERT END y y y y y y y y y 5 t— + Z � o :N I i PROTECTION y CD y y y y y y y y y y y y y y y y y y y y I 1 / y y y y y y y C 5 ❑ ❑ ❑ �6 5 I ❑ ❑ ❑ ❑ ❑ B❑ s❑ " c6 s ❑ v 1 I y y y y y y y y y \,—, N ❑ ❑ ❑ ❑ ❑ ,� ❑ ❑ ❑ �J ❑ ❑ ❑ ❑ ❑ ❑ CB 6 M 2❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ y y y y LEYT P.RO TJ.O y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ II��II y y y y y y y y ❑ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Lam, I J Ito y y y y y y y y I I \ 19 W y y y y y y y y ❑ ❑ ❑ i �II W � y y y y I y ❑ ❑ I I I I y y y y y y y y y y y ❑ 64 00 ❑ ❑ ❑ ❑ \ ❑ y I 11 I y y y y ❑ I y y\ y1 El ❑ 4 ❑ ❑ 3 ❑ ❑ ❑ I I � � � ❑ ❑ ❑ ❑ ❑ ❑ ❑ v r y y I ❑ ❑ ❑ ❑ I . / � I )y y y y y y y y y y y y y y y y y y y y y y y y y y y y K yIy y I I I I I I L\ y y y y y y y y y y y y y y y y y I i ` I �9\ X X �C X X ` X X X X X X X X X X X X X y y y y ❑ ❑ ❑ ❑ ❑ ❑ y y y y y y I I I I X X. X X X ) X X X X X X X X X X y y y y y y y y y I y y y /y y y /g35 \ x x x x x x x c x x x y y y y y I o 4.4% 63+00 4.2% X X X X X X ) C X X y�y y y y / I I y y y y y y y y X XX XXXXXXXX y y y y y y y LEGEND � y y ❑ ❑ ❑ ❑ ❑ ❑ LVERT END II I I ( -� `� y X X X X X X X X X ) X X �, y y y y J X X X X X X X X X X X X X yyyy 93 ❑ ❑ ❑ ❑ ❑ ❑ y\\y y y PROTECTION i \ X X X X X X X y y y II i i t �� \ RIPRAP, CLASS III WITH FABRIC y y I , ;III x x x x x x x x x � I x x x x x x X x x x x x x x ) < B y y y 931 I I I /'/�G \ y y y y y y _ y y � � > � III i 1 � �� � HYDROSEEDING LIMITS, SEED MIX 35-521 , \ y X X X X X X X X X X X X X X X X X y y y y ❑ 9J2 \ J X I' /,` y y \ X X X X X X X X X X y y y yyy y , I << I � SEE SPECIFICATIONS \ x x x x x x 9 x x x x x x x x x x x > < y 3.0% 2.6%�t \ X X X X X X X X X X X X X X X X y y ❑ ❑ y /y y y �\ l i I I X X X HYDROSEEDING LIMITS SEED MIX 34-262 y y y 62 00 93 / y y y �1\ y y II I I ^ X X X r r / X X X X X X X X X X X X X X X X X y y y \ y ❑ ❑ ❑ ❑ ❑ y y y y \y y \ y X X X X X X X X X X X X X X y y y El El / ❑ ❑ ❑ y y y y y y y i t 1 // Vl\ SEE SPECIFICATIONS X x x X X X X X X X X X ) x X X X yyy y y T R T TI SODDING LIMITS \ X x ) x X X X X X x x x x x X ❑ � y y y y y y W y= y y y y y y�, y y — ` I I; + ( I �� ❑ ❑ SEE SPECIFICATIONS y X x x X X X X X X X X X X X c x x y y/ y ❑ ❑ X X X X X X X X X X X X X X X X X X X X y \\\ y y y y\ y y y \y y I I I — X X X X X X X X X X X X X X x x x x x x—X—X x x x X X x x x x x x x y y y 2.9 5 W y y y y y\y ) 1 I 9`� X X X X X X X X X y y y y / y y y y y y y 2 I y \ y y y y y I I 1 I SILT FENCE El El I❑ X x x x\ x y y y ❑ ❑ 6� 1❑ ` \ y y y y 1, X X X X X oo \ y y y y y y -����•r ❑ ❑ ❑ ❑ ❑ ❑ y y y y y y y \ I 1 x \x x x x x x �� 117 CULVERT END X X X 91 yyy y y y y ❑ / ❑ ❑ y . H 63 y y y y y \ FES 94 PROTECTION X X X y y y y / X X X X \y y y INLET P T T�0 7.0% ❑ y l y y y y y y y y I I I J ly y y y y y y y y y y \ X X X X X y y y y I` y y y y 1 I \ X X X X LL\ X X X X X X X X X X X x ❑ / y ` y y y / I I � \\,,�� X XSC� X X X X y y y y ❑ ❑ ❑ ❑ ❑ / I I \ X X X X X X X X X X X X y y _ y X X X X X X X X X X X X — x X X X X / X X V /� /� /� /� / /� I I x x x x x x x x x x � x x x II x x x �Xx x x x x x x x xx x x x x x x x x x x Xx x x X X X X X X X X X X \ FES�90 X X X X XXX X X X X X X X X X X \ - XXXXXXXXXXXXXXX X X X X X X X �' \ T Z � L \ J \ w � UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E�( MY GOODVIEW ESTATES COMCAST (952) 607-4078 DIRECT SUPER IS D T AM A Ham Lake, MN 55304 HUGO MN DATE: 07/06/22 OWNER SSA•1B CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS DULY E SSIONAL RFC ENGINEERING , INC . Telephone 763-862-8000 JOB NUMBER: 2112 ENGINE LAWS LAWS OF THE P XCEL ENERGY (612) 526-4508 06 29 22 OUTLOT CONFIGURATION MINNESOTA. . STORM WATER POLLUTION PREVENTION PLAN ��8 ��� HUGO PUBLIC WORKS (651) 762-6301 / / FaX 763-862-8042 SHEET:C 11 OF 67 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Consulting Engineer $ I I I DATE REG. N0. IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FI LE: 37-1 -111 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BASIN INLET PROTECTION SHALL BE PER BMPS SUCH AS CLEAR ROCK AROUND STEEL PLATE OVER FABRIC OR OTHER APPROVED HAS BEEN COMPLETED, ALL FINAL RESTORATION HAS BEEN COMPLETED AND THE NOTICE OF TERMINATION FORM HAS BEEN EQUIVALENT UNTIL THE CATCH BASIN CASTING IS PLACED. IMMEDIATELY AFTER THE CASTING IS PLACED, PROVIDE CATCH BASIN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA). CONSTRUCTION ACTIVITY INFORMATION: INLET PROTECTION PER BMPS SUCH AS FILTER BAG INSERT OR OTHER APPROVED EQUIVALENT. NO CAPTURED SEDIMENT SHOULD BE ALLOWED TO DROP INTO THE CATCH BASIN. REFER TO OTHER SHEETS OF THIS PLAN SET FOR DETAILED CONSTRUCTION INFORMATION. EXISTING AND PROPOSED GRADES GOODVIEW ESTATES, HUGO, WASHINGTON COUNTY, MINNESOTA, 55038, 45.145051° LATITUDE NORTH, 92.984996° LONGITUDE WEST FOR THE ROADWAY ARE SHOWN ON THE PLAN AND PROFILE SHEETS AND ON THE CROSS SECTION SHEETS. (BY ONLINE TOOL). PROVIDE SILT FENCE DOWNSTREAM OF STOCKPILE AREAS. STOCKPILES ARE NOT TO BLOCK DRAINAGE CONVEYANCE SYSTEMS. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PLANS ONSITE AT ALL TIMES UNTIL THE PROJECT HAS BEEN ACCEPTED BY TOTAL PROJECT DISTURBED AREA IS 33.75 ACRES. SEDIMENT TRACKED OFFSITE SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. THE CITY. THE CONTRACTOR SHALL UPDATE THE SWPPP AS NECESSARY TO REFLECT CURRENT CONDITIONS ON THE SITE. CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE REVISED SWPPP. THE REVISED SWPPP IS TO BE MAINTAINED WITH THIS IS A DEVELOPMENT CONSTRUCTION PROJECT. TEMPORARY SEDIMENTATION BASINS ARE NOT BEING USED TO REDUCE WETLAND IMPACTS, DUE TO THE LOW GROUND WATER THE CONSTRUCTION SET OF PLANS. TABLE. 11.21 ACRES OF NEW IMPERVIOUS SURFACE. THE CONSTRUCTION PLANS, INCLUDING THE SWPPP, AND THE SWPPP INSPECTION REPORTS ARE TO BE AVAILABLE TO THE 0 ACRES OF NEW PERVIOUS SURFACE. DEWATERING AND BASIN DRAINING: ENGINEER AND TO THE MPCA AND RICE CREEK WATERSHED DISTRICT. ALL DEWATERING IS TO DISCHARGE TO SEDIMENT SACKS, ROCK WEEPER, BIO ROLL AREA, ETC. TO PREVENT EROSION AND DRAINAGE IS TO PONDS AND WETLANDS LOCATED AT THE CENTER OF THE IMPROVEMENTS ON ASSOCIATION PROPERTY AND MINIMIZE SEDIMENT DISCHARGING FROM THE SITE. EXCESSIVE SEDIMENT—LADEN WATER WILL NOT BE PERMITTED TO DISCHARGE THE CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE SWPPP INSPECTION REPORTS WITHIN SEVEN (7) DAYS AFTER OUTLOT A. THE WETLAND OVERFLOW DRAINS NORTH INTO PRIVATE DITCH LOCATED ON 135TH STREET N. THERE ARE NO FROM THE SITE. DEWATERING PRACTICES ARE NOT TO CAUSE DOWNSTREAM NUISANCE CONDITIONS, EROSION, OR THE INSPECTION. SPECIAL WATER OR IMPAIRED WATER WITHIN ONE MILE DOWNSTREAM OF THE PROJECT. NON—PERMITTED WETLAND INUNDATION CAUSING ADVERSE IMPACTS. DISCHARGE FROM DEWATERING WILL BE TO WETLANDS. LARGE VOLUMES OF DEWATERING WILL REQUIRE DISCHARGE INTO SEDIMENT SACKS PRIOR TO DISCHARGING INTO THE WETLANDS. THE CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE REVISED SWPPP WITHIN SEVEN (7) DAYS AFTER THE CONTACT INFORMATION: PROVIDE CITY OF ROSEVILLE WITH PLAN OF DEWATERING AT PUBLIC WORKS PRIOR TO PUMPING. CONTRACTOR REVISES THE SWPPP. OWNER: TODD GANZ, tganz®gmail.com; 612-369-2747, INTEGRITY LAND DEVELOPMENT, 13635 JOHNSON STREET NE, HAM LAKE, ADDITIONAL BMPS FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS: ALL SWPPP INSPECTIONS AND ALL BMPS SHALL BE PLACED UNDER THE SUPERVISION OF A CONSTRUCTION INSTALLER CERTIFIED MINNESOTA 55304 THE PROJECT DOES NOT DISCHARGE INTO OR WITHIN 1 MILE OF SPECIAL WATERS. BY THE MPCA. THE CONSTRUCTION SITE SHALL BE MANAGED AND MAINTAINED BY A MPCA CERTIFIED CONSTRUCTION SITE ALTERNATE OWNER CONTACT: x THERE ARE NO BUFFER ZONES OR UNDISTURBED AREA ZONES. MANAGEMENT. CONTRACTOR: ______ THE STORM DRAIN SYSTEM WAS SET UP TO DISTRIBUTE THE STORMWATER RUNOFF INTO THE PROJECT POND AND WETLAND AS THE CONTRACTOR SHALL PROVIDE THE CITY WITH A COPY OF CONSTRUCTION INSTALLER CERTIFICATION AND CONSTRUCTION SITE CLOSE TO EXISTING CONDITIONS AS POSSIBLE. THIS INCLUDED PROVIDING STORM DRAIN ON BOTH SIDES OF THE STREET IN MANAGEMENT CERTIFICATION. A COPY OF THE CERTIFICATIONS, INCLUDING SWPPP DESIGNER, SHALL BE KEPT WITH THE SWPPP. ALTERNATE CONTRACTOR CONTACT: _______________________________________________________ ORDER TO ACHIEVE THIS. THE DRAINAGE WAS APPROVED BY CITY OF HUGO. THE SWPPP, THE SWPPP INSPECTIONS REPORTS AND MAINTENANCE RECORDS SHALL BE KEPT FOR 3 YEARS. PARTY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF PERMANENT STORMWATER MANAGEMENT SYSTEM: DEVELOPMENT THERE IS NO CONVERSION OF WETLANDS INTO STORMWATER PONDS. ASSOCIATION ROSEVILLE, MINNESOTA 55113 DRAINAGE CALCULATIONS AND DRAINAGE MAPS WILL BE KEPT BY THE HOA FOR AT LEAST 3 YEARS. GENERAL CONSTRUCTION PROJECT INFORMATION: INSPECTION AND MAINTENANCE: THE PROJECT CONSISTS OF A RESIDENTIAL DEVELOPMENT WITH 59 SINGLE FAMILY DETACHED TOWNHOMES, SANITARY SEWER, THE CONTRACTOR SHALL PLACE A RAIN GAUGE ON THE PROJECT SITE AT A LOCATION APPROVED BY THE ENGINEER. RAINFALL SEQUENCE OF EROSION CONTROL WATERMAIN, STORM SEWER AND STORMWATER DETENTION BASINS. DATA SHALL BE KEPT WITH THE SWPPP RECORDS. 1 . OBTAIN ALL NECESSARY PERMITS, INCLUDING NPDES GENERAL STORMWATER PERMIT AND CITY OF ROSEVILLE EROSION CONTROL, GRADING, AND STORMWATER PERMITS. THE SOILS ON THE SITE ARE PRIMARILY HYDROLOGIC SOIL GROUP TYPE B AND D WITH LOW INFILTRATION CAPACITY EXCEPT AT 2. CLEAR AND GRUB SITE. LOW ELEVATION. THERE IS LIKELY MUCK IN THE WETLANDS. THE GROUNDWATER IN THIS AREA IS OK. THE CONTRACTOR MUST INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND 3. PLACE ALL PERIMETER SEDIMENT CONTROL DEVICES, TEMPORARY SEDIMENTATION BASINS, SILT FLOTATION CURTAINS, AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECTIONS AND MAINTENANCE TO BE ROCK CONSTRUCTION EXITS. GENERAL SITE INFORMATION: RECORDED IN WRITING. THE SWPPP INSPECTION FOR THE CONSTRUCTION IS TO BE CONDUCTED BY 4. CONTACT CITY ENGINEER WITHING 24 HOURS FOR APPROVAL OF SEDIMENT CONTROL DEVICES. ALL EROSION CONTROL MEASURES MUST BE PLACED PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AND BE 5. ROUGH IN GRADE. MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ------------------------ OF ----------------------------------------------• PLACE TEMPORARY EROSION CONTROL DEVICES AS NECESSARY. 6. PLACE STORM DRAIN SYSTEM. INSTALL INFILTRATION MEDIUM WITH LOW COMPACTION EQUIPMENT. INSTALL SILT FENCE CONSTRUCTION EXITS SHALL BE SURFACED WITH CRUSHED ROCK AND DESIGNATED PRIOR TO CONSTRUCTION (REFER TO DETAIL). INSPECTIONS FORMS ARE AVAILABLE AT: AROUND PERIMETER OF INFILTRATION BASIN http://www.pca.state.mn.us/index.php/water/water—types—and—programs/stormwater/construction—stormwater/construction—stormwater.htm1 7. RE—ADJUST TEMPORARY EROSION CONTROL DEVICES AS NECESSARY. PLACE STORM DRAIN INLET PROTECTION AND OUTLET TRENCHES FOR STORM DRAIN PIPE AND STRUCTURES ARE TO BE BACKFILLED BY THE END OF THE WORK DAY. THE ACTUAL FORM IS UNDER INSPECTION CHECKLIST. PROTECTION DEVICES AS NECESSARY. 8. PLACE SITE PAVEMENT. NO STORMWATER MITIGATION MEASURES ARE REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER THE CONTRACTOR WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER 9. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, OBTAIN APPROVAL OF CITY ENGINEER. REQUIRED LOCAL, STATE, OR FEDERAL REVIEW OF THE PROJECT. QUALITY MANAGEMENT DEVICES, AS WELL AS ALL EROSION AND SEDIMENT CONTROL, FOR THE DURATION OF THE PROJECT. 10. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AFTER ACCEPTANCE BY THE CITY. THE PROJECT IS NOT LOCATED IN A KARST AREA. THE CONTRACTOR WILL INVESTIGATE AND COMPLY WITH THE FOLLOWING: THE PROJECT DOES NOT DISCHARGE TO A CALCAREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6B. SILT FENCE WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN IT BECOMES NONFUNCTIONAL OR THE SEDIMENT THE SITE IS WITHIN 1 MILE OF HARDWOOD CREEK WHICH IS A WATER THAT IS LISTED AS IMPAIRED FOR DISSOLVED OXYGEN. AS FIELD E F ELD ONDIITIONSALLOWEACCI SS. THE CORRECTIONS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON TABULATION SUMMARY THE SITE DOES NOT DISCHARGE TO HARDWOOD CREEK. SEDIMENT WILL BE REMOVED FROM SEDIMENTATION BASIN WHEN IT REACHES A DEPTH OF TWO FEET OR ONE—HALF OF THE SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM: STORAGE VOLUME, WHICHEVER IS LESS, WITHIN 72—HOURS OF DISCOVERY. ITEM UNIT TOTAL NEW IMPERVIOUS SURFACE CREATED BY THIS PROJECT IS 11 .21 ACRES. SILT FENCE L.F. 18,775 SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED WITHIN SEVEN (7) DAYS OF DISCOVERY. RESTABILIZING THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL WILL BE COMPLETED WITHIN THE SAME SEVEN (7) DAY TIME FES/PIPE OUTLET PROTECTION EACH 17 HYDROLOGIC REPORT (DRAINAGE CALCULATIONS) AND DRAINAGE MAPS (WITH DRAINAGE DIVIDES) PREPARED FOR THIS PROJECT FRAME. CATCH BASIN INLET PROTECTION EACH 32 ARE AVAILABLE IN THE ENGINEERS OFFICE. STORM WATER RUNOFF FROM THE SITE DRAINS INTO THE WETLAND D AND CLASS III RIPRAP W/ FABRIC C.Y. 60.8 OVERFLOW TO CLEARWATER CREEK. THE WETLANDS OVERFLOW NORTH INTO A PRIVATE DITCH LOCATED ON 135TH STREET CONSTRUCTION SITE VEHICLE EXIT LOCATIONS WILL BE INSPECTED FOR OFFSITE SEDIMENT TRACKING ONTO PAVED NORTH. THE RUNOFF FROM THE SITE WILL BE CONVEYED VIA NEW ON—SITE STORM DRAINS. THE LAST STORM DRAIN SURFACES. TRACKED SEDIMENT WILL BE REMOVED FROM THE PAVED SURFACE WITHIN 24 HOURS OF DISCOVERY. RESIDENTIAL SEED MIX 35-521 S.F. 332,767 STRUCTURE, NOT DISCHARGING TO THE SEDIMENT POND, JUST PRIOR TO DISCHARGE WILL BE EQUIPPED WITH A SUMP (GRIT WETLAND SEED MIX 34-262 S.F. 323,674 MINIMIZE CHAMBERS). THE SUMP (GRIT CHAMBERS) ARE SIZED PER RICE CREEK WATERSHED DISTRICT REQUIREMENTS. OFFSITE ACCUMULATIONS OF SEDIMENT WILL BE REMOVED IN A TIMELY MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. SOD S.F. 362,459 EROSION PREVENTION PRACTICES: POLLUTION PREVENTION MANAGEMENT MEASURES: THERE ARE NO CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, LONG HORIZONTAL SLOPE GRADING FOR THE PROJECT. THERE ARE UNDISTURBED AREAS WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, WOOD FIBER BLANKET, OR PAVED SURFACE WITHIN SEVEN (7) Ce11 c i11e _ DAYS OF ROUGH GRADING. HU9G u 147th Street North SOLID WASTE: COLLECT SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, < CONSTRUCTION AND DEMOLITION DEBRIS, AND OTHER WASTES MUST BE DISPOSED OF PROPERLY OFFSITE AND MUST ALL EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS AFTER COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 14Sth5t1e No 6 THE AREA IS NOT ACTIVELY BEING WORKED. i 1Fafe 1 ,, 7osr/t o HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING v FERTILIZER: MnDOT SPECIFICATION 3881 , TYPE 2 SEEDING: MnDOT SEED MIXTURE 25-131 OR 33-261 (FOR PONDS), SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS ` HYDROMULCH: MnDOT SPECIFICATION 3884 TYPE 5 OR 6 WITH APPLICATION RATE PER MnDOT SPECIFICATION 2575.3H. MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE _ 1 MI Ell Street North 4°[h Street 1 WITH MPCA REGULATIONS. j PROVIDE EROSION CONTROL FABRIC FOR ALL SLOPES STEEPER THAN 1 :3. 1 F9 81 137th Street North EXTERNAL WASHING OF TRUCKS, INCLUDING CONCRETE DELIVERY TRUCKS, AND OTHER CONSTRUCTION VEHICLES MUST BE THERE ARE NO DRAINAGE DITCHES CONSTRUCTED WITH THIS PROJECT. LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT ON SITE MUST BE CONTAINED IN A LEAK—PROOF d SEDIMENT CONTROL PRACTICES: CONTAINMENT FACILITY OR IMPERMEABLE LINER. ° 132nd Street North THERE ARE DRAINAGE DITCHES OR SEDIMENT BASINS FOR THIS PROJECT. N-1, THE CITY OF HUGO IS RESPONSIBLE FOR LONG TERM MAINTENANCE OF THE STORM DRAIN INCLUDING THE SUMPS (GRIT I 5t dN ,t1i 3°`N5"`"`"°"" 30tpSVeet North THERE ARE NO SLOPES WITH A GRADE OF 1 :3 OR STEEPER WITH A SLOPE LENGTH GREATER THAN 75 FEET. i CHAMBERS). THE GRIT CHAMBERS ARE TO BE INSPECTED YEARLY AND CLEANED OUT AS NECESSARY TO MAINTAIN FUNCTION. C x THERE IS A DRAINAGE INFILTRATION BASIN FOR THIS PROJECT. v sake _ THE CONTRACTOR IS RESPONSIBLE FOR MONITORING AIR POLLUTION AND ENSURING IT DOES NOT EXCEED LEVELS SET BY LOCAL, STATE, OR FEDERAL REGULATIONS. THIS INCLUDES DUST CREATED BY WORK BEING PERFORMED ON THE SITE. AIR POLLUTION ^mp11n - ALL SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO UPSTREAM LAND DISTURBING ACTIVITIES. °ke ,2,°,1 1..,th - AND DUST CONTROL CORRECTION ARE CONSIDERED INCIDENTAL TO THE UNIT BID PRICES FOR WHICH WORK IS BEING z T o WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, PIPE OUTLETS MUST CONTAIN RIPRAP, SEED AND PLACE EROSION PERFORMED. ADDITIONAL DUST CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER. _ ..r!� One Ridge Golf Course I004fi y 122nd Stree,Norto � • CONTROL BLANKETS ON DISTURBED AREAS WITHIN 200 LINEAL FEET OF PIPE OUTLETS INCLUDING THE DOWN SLOPE TO THE PIPE OUTLET, SILT FENCING TO BE PLACED AROUND THE DISTURBED AREA AND SILT FENCE ROUTED ACROSS THE TOP OF THE EXISTING SANITARY AND SEPTIC SYSTEM ON THE SITE WILL BE REMOVED. _ _ —_— `°"e —� 12001 Street N-th OUTLET. _ FINAL STABILIZATION: 61 '9ye N THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION IS ACHIEVED WHEN ALL SOIL 04m `eN°th re.' WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, SEED AND PLACE EROSION CONTROL BLANKETS ON DISTURBED AREAS Communiry Maps Contributors,Metropolitan Council,MetroGIS,Esri Canada,Esri,HERE,Garmin,SafeGraph,GeoTechn... WITHIN 200 FEET OF PIPE INLET INCLUDING THE DOWN SLOPE TO THE PIPE INLET, SILT FENCING TO BE PLACED AROUND THE DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL DISTURBED AREA, PLACE A SECOND SILT FENCE ROUTED ACROSS THE TOP OF THE INLET AND PLACE INLET PROTECTION. PIPE VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF THE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS INLET PROTECTION SHALL BE PER BMPS SUCH AS SILT FENCE OR STRAW BALES STAKED AROUND THE APRON OPENING OR NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. I HEREBY CERTIFY THAT THIS SWPPP WAS PREPARED BY ME OR UNDER MY DIRECT OTHER APPROVED EQUIVALENT. SUPERVISION AND THAT I AM A DULY CERTIFIED SWPPP DESIGNER. ALL TEMPORARY EROSION PROTECTION, INCLUDING SILT FENCE, ARE TO BE REMOVED AFTER FINAL STABILIZATION OF THE SITE. WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, SEED AND PLACE EROSION CONTROL BLANKETS ON DISTURBED AREAS RECORDS RETENTION: WITHIN 200 FEET OF CATCH BASIN INLET. PLACE INLET PROTECTION IMMEDIATELY AFTER STRUCTURE IS BACKFILLED. CATCH ALL REQUIREMENTS OF THE NPDES PERMIT AND THIS SWPPP SHALL REMAIN IN EFFECT UNTIL ALL LAND DISTURBING ACTIVITY DATE 6/29/2022 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 4 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E. MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPERI NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 /SOpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 STORM WATER POLLUTION PREVENTION PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Consulting Engineer SH EET:C 12 OF 67 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7—1 — 1 12 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC I I N OTES : 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 2018 AND THE - 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY, UNLESS o" J 934/ OTHERWISE NOTED. ` I �� I 1 J 2. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE. 3. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. 9m \\92I� 2 4. THERE SHALL BE NO STOCKPILING INCLUDING TEMPORARY STOCK PILES 928— OF MATERIALS IN WETLAND AREAS. J / �� 931✓� ___ n 5. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY ENGINEERS APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL 9 1 93,�� 1 FOR STOCKPILES SHALL BE PER BMPs AND SWPPP. 1111 1' --\-- r l __r -- --erg" � 934 934`- 6. ALL SILT FENCE MUST BE IN PLACE BEFORE ANY LAND IS DISTURBED. C9936 34� 7. ALL PROTECTIONS ARE INCIDENTAL I �� I -� _, 1 �/ 934 8. ALL TREES DETERMINED TO NEED REMOVAL BY CONTRACTOR AND NOT r \ 932 g33 I \ �' MARKED FOR REMOVAL ON THIS PLAN. MUST BE APPROVED BY THE > �g � Power I 135TH STREET Wit- iNv-eze n w. / ENGINEER BEFORE REMOVAL. PLEASE SEE TREE PRESERVATION PLAN. ` 1 135TH STREET N. r�v-s26 7 S. 32 / _ —93 � 9. ALL REMOVALS TO BE DISPOSED OF LEGALLY I 9 1 r,� ram— -- 10. SEE TREE PRESERVATION PLAN FOR TREE REMOVALS. I Ir�99� 934'-ti// I /938 1/ I / 93B Acc `934- u - ) � —I� I I \\ n / _/ �- -932 REMOVE RB D � � � � ~ \ I' 932 BA �9� WIRE FENCE �I REMOVE CUL RTS \Oil - � Il10 ll III I 1 1 � 1 I 1 REMOVE BARBED WIRE FENCE �t 931 WET L ND 931 1 = FILL 154 FT SQFT92 928� 928 BEGIN BARBED FENCE REMOVAL / /A/A� \ —ILL-2-01 S 1 1 � 928 10 \, --931 0 50 100 200 FEET W LL�76 SQFT I 9� / J FENCE TO REMAIN LEGEND GRAVEL REMOVAL X POST AND FENCE REMOVAL SAWCUT AND REMOVE I TREE REMOVAL I I � � � \ I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112REMOVALS CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E. MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER1 NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE �E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C13 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Cons u l t i n Engineer S REMOVAL PLAN 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7—1 — 1 13 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC N OTES : 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 2021 AND THE - 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION _ t "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY, UNLESS OTHERWISE NOTED. 2. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE. I ✓ / \ \ 1 / / i f _ _ �'� 3. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. 1 \ �- 9 4. THERE SHALL BE NO STOCKPILING INCLUDING TEMPORARY STOCK PILES OF MATERIALS IN WETLAND AREAS. 5. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY �932� ENGINEER'S APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL s99 --933 FOR STOCKPILES SHALL BE PER BMPs AND SWPPP. ` ! / r— �- ����93a� 6. ALL SILT FENCE MUST BE IN PLACE BEFORE ANY LAND IS DISTURBED. 7. ALL PROTECTIONS ARE INCIDENTAL. 8. ALL TREES DETERMINED TO NEED REMOVAL BY CONTRACTOR AND NOT MARKED FOR REMOVAL ON THIS PLAN. MUST BE APPROVED BY THE 135TH STREET N. — EX SM +h c � � �•1 93 ENGINEER BEFORE REMOVAL. PLEASE SEE TREE PRESERVATION PLAN. ` �� I I -��� 93x- 93 '� / 'r i i ✓ 1' 9. ALL REMOVALS TO BE DISPOSED OF LEGALLY --93 — 934 10. SEE TREE PRESERVATION PLAN FOR TREE REMOVALS. 33 934 I- 91 2� MO BARB ED WIRE /N9'�� t / I 932/ / /? X O I 9 WOVIt'MAILBOX 1 REMOVE G14A 38 I M —��f I TLAND \ I I 1 r �- \I FT �1 I WETLAN \ \ FILL 1033 SQFT l WETLAND \ I � \ � � END BARBED WIRE FILL 201 SQFT ice— I II FENCE REMOVAL 11 �7 I � � I \ I �929 ETLAND I `- '�, 293i 1 �,L 6154 SQFT J _93 I i it ��28 928_ � >\ \ I / 93r I I WETLAND \ FILL 903 SQFT 929 / f X _ I \ /> I / `^ F 938s4 0 50 100 200 \ I \ FEET i t'� 1 \ \� 934 l 34�f � I FENCE TO REM IN i SE C INSET T I LEGEND GRAVEL REMOVAL / II I /� / /Z 1934 o- X POST AND FENCE REMOVAL SAWCUT AND REMOVE \, Ll I \ '932" IN TREE REMOVAL X � - - - - -- - - - - - - - UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT -jW PLAN WAS 13635 Johnson Street DWG: 2112REMOVALS2 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M r E. MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C14 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Cons u l t i n Engineer S REMOVAL PLAN 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7—1 — 1 14 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC N OTES : \ 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING \ — SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 2021 AND THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY, UNLESS \ i \ / \ / A OTHERWISE NOTED. \ \ i \ A _9-34 2. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE. 3. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. \ '^ 4. THERE SHALL BE NO STOCKPILING INCLUDING TEMPORARY STOCK PILES \ 934 OF MATERIALS IN WETLAND AREAS. / 5. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY ENGINEER'S APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL 34 FOR STOCKPILES SHALL BE PER BMPs AND SWPPP. �I �c \ 6. ALL SILT FENCE MUST BE IN PLACE BEFORE ANY LAND IS DISTURBED. 7. ALL PROTECTIONS ARE INCIDENTAL. — — — 8. ALL TREES DETERMINED TO NEED REMOVAL BY CONTRACTOR AND NOT MARKED FOR REMOVAL ON THIS PLAN. MUST BE APPROVED BY THE XT A _ ENGINEER BEFORE REMOVAL. PLEASE SEE TREE PRESERVATION PLAN. / - g 32 _ _ - 9. ALL REMOVALS TO BE DISPOSED OF LEGALLY E X SA N M H / \ 10. SEE TREE PRESERVATION PLAN FOR TREE REMOVALS. RIM = 933 . 52 NV= 926 . 77 W. NV= 926 . 87 S . - A _ 932 A rA I 934 cy) \ \ A I \ \ / A �I 411 \ III I A REMOVE BARBED WIRE FENCE I I III A I i i I SAWCUT BITUMINOUS I AND REMOVE CURB EXISTING CULVERT TO REMAIN 0 10 20 40 I I �ii \� , _ _ _ I I FEET / > >> >> y » « - - - - - LEGEND - - RE V 4 4 P - 9 GRAVEL REMOVAL o- X POST AND FENCE REMOVAL SAWCUT AND REMOVE g lollipop j; TREE REMOVAL / IIIIIIII IIIIIIIIIIIIIIIIIIIII u m UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112REMOVALS3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRDULYSUPER I !��EjiJMY ONAM ARFC ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS C Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C15 OF 67 HUGO PUBLIC WORKS (651) 762-6301 REMOVAL PLAN 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Q Consulting Engineer INSET A: FREELAND AVENUE N. DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 1 15 NOTES : _ _ � � \ � f � \ — 934 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING -- SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 2021 AND THE \ \ I _ — 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION \ I J "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY, UNLESS OTHERWISE NOTED. 2. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE. I 3. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED 6 I n WITHIN 7 DAYS OF ROUGH GRADING. 9 -- \ \ n 4. THERE SHALL BE NO STOCKPILING INCLUDING TEMPORARY STOCK PILES 36 `l� / OF MATERIALS IN WETLAND AREAS. I \ r - �� 935 5. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY I g n C ENGINEER'S APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL n \ FOR STOCKPILES SHALL BE PER BMPs AND SWPPP. ~ _ 6. ALL SILT FENCE MUST BE IN PLACE BEFORE ANY LAND IS DISTURBED. 7. ALL PROTECTIONS ARE INCIDENTAL. n 8. ALL TREES DETERMINED TO NEED REMOVAL BY CONTRACTOR AND NOT MARKED FOR REMOVAL ON THIS PLAN. MUST BE APPROVED BY THE I ENGINEER BEFORE REMOVAL. PLEASE SEE TREE PRESERVATION PLAN. -- 9. ALL REMOVALS TO BE DISPOSED OF LEGALLY 10. SEE TREE PRESERVATION PLAN FOR TREE REMOVALS. I `�— --� X AN H STREET N f --oM = 934. 7 -E INV= 927 . 92 W: - - - _ 934 _ _ _ I I rN V .02 -S. 934 f nA A 934 — — Q � � I IDA / Q I I I - 934 - - � n J3 ; l\ n g� 4 — 933 n \ 1-17 — 932 SAWCUT BITUMINOUS AND REMOVE CURB REMOVE BARBED WIRE FENCE I ili I I ii 9�`j I i!i n iii / ----- ---- Ar T ZL 0 10 20 40 _ FEET — � — x x - - —x— x — — x — x - -x x — x , = x X — - - - - x - - x x — x — x x- - x x — REMOVE 4 X 4 POST LEGEND � I � I \ GRAVEL REMOVAL 9 / o- X POST AND FENCE REMOVAL I I SAWCUT AND REMOVE go uuuuuuuuuuuuu uuuuuuu TREE REMOVAL IIII IIIIIIIIIII II / IIIIIIIII V u u luuuuu uuu I luuuuuuu 2 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112REMOVALS4 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPERI NDONAM A RFC ENGINEERING , INC Ham Lake, MN 55304QQpa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C16 OF 67 HUGO PUBLIC WORKS (651) 762-6301 REMOVAL PLAN 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Q Consulting Engineer INSET B: GENEVA AVENUE N. DATE REG. N0. IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 1 1 6 N OTES : 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING _ SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 2021 AND THE _ — REM R I Y E x I 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION _ _ _ ` / — F 6 Q "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY, UNLESS \ — OTHERWISE NOTED. 1M 2. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE. Q 3. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED 1 WITHIN 7 DAYS OF ROUGH GRADING. / I 4. THERE SHALL BE NO STOCKPILING INCLUDING TEMPORARY STOCK PILES OF MATERIALS IN WETLAND AREAS. 931 — - \ P 5. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY 9 vv ENGINEER'S APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL � -�- —ey FOR STOCKPILES SHALL BE PER BMPs AND SWPPP. 931 \ 6. ALL SILT FENCE MUST BE IN PLACE BEFORE ANY LAND IS DISTURBED. 7. ALL PROTECTIONS ARE INCIDENTAL. 8. ALL TREES DETERMINED TO NEED REMOVAL BY CONTRACTOR AND NOT MARKED FOR REMOVAL ON THIS PLAN. MUST BE APPROVED BY THE \ WETLAND \ J — I ENGINEER BEFORE REMOVAL. PLEASE SEE TREE PRESERVATION PLAN. FILL 903 SQFT W � — — - — — — 931 I 9. ALL REMOVALS TO BE DISPOSED OF LEGALLY — 97 �,�,/, M / 93 10. SEE TREE PRESERVATION PLAN FOR TREE REMOVALS. w I WETLANDCIV 2 FILL 2149 SQFT I \ R OVE/ABANDON WELL 933 I / /PER MDH REQUIREMENTS M I I � , II \ REMOVE ELECTRIC 1 E B I i I E E \9\ \ / r N I ��I I l E D x x x x x X x x x � —x= x x x x x x x x x x x 0 15 30 60 FEET I \ \ 1 END FENCE REMOVAL FENCE TO REMAIN \ I \ \ 1 XI 7 LEGENDdo \ ! GRAVEL REMOVAL o- X POST AND FENCE REMOVAL J SAWCUT AND REMOVE XI �� I ppppppppppppp �� \ _ _ 934 -, �L I / IIIII II IIIIIIIIIIIIIIIIIIIIII � �- � �--- � � _ I I TREE REMOVAL UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112REMOVALS5 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRDULYSUPER I NDONAM A RFC ENGINEERING , INC Ham Lake, MN 55304 / /Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C17 OF 67 HUGO PUBLIC WORKS (651) 762-6301 REMOVAL PLAN 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Q Consulting Engineer s INSET C: EXISTING BUILDING DATE REG. N0. I IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 1 17 'n` I I I I EROSION CONTROL NOTES: 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS 1> - > 5 J >> >> y,2_ 2021 AND THE 2020 EDITION OF THE _ _ 3 MINNESOTA DEPARTMENT OF - TRANSPORTATION "STANDARD SPECIFICATIONS 934 35 CB 4 -� FOR CONSTRUCTION" SHALL APPLY, UNLESS �- OTHERWISE NOTED. 2. OBTAIN CITY OF HUGO EROSION CONTROL, I HWL: 930. I I I I LFE \ GRADING, AND STORMWATER PERMIT. CONTACT _FE=934.0 =934.036 CITY OF HUGO 24 HOURS PRIOR TO FES 31 / FE=934.0 LFE=934.0 1 FF=wid n LFE=934.0 = I I LFE=934.0 INSTALLATION OF ANY STORMWATER BMP. G = \ 3. SILT FENCE MUST BE IN PLACE PRIOR TO LFE=933.710 I I FE - 941.9 STARTING OF GRADING AND MUST BE / \ FE 41.9 LF30 MAINTAINED UNTIL FINAL STABILIZATION HAS I I I I I GFE= = G = GFE= 941E 9 00 £S GFE_ 941.9 I 941.9 � 9419 � 941.9 I BEEN ESTABLISHED. 4. TURF SHALL BE ESTABLISHED PER I I 91E6 1 - J I I I J I I 9FE9 MINNESOTA ENGINEERING SERVICES DIVISION I I H 2 CB H 32 STANDARD DETAIL SPECIFICATIONS 2018, tiro 1 THE CURRENT EDITION OF THE MnDOT SEEDING MANUAL, AND MnDOT SPECIFICATION ' 2575. LI I 5. WHEREVER CONSTRUCTION VEHICLE ACCESS MH 23 1 ROUTES INTERSECT PAVED PUBLIC ROADS, I II I I 7 LFE 933.7 F = �o o _ � _ _ o_ _ 0C. 4 194 2 I THEVISIONS MUST TRANSPORT 0 B SEDIMENT DE TO MINIMIZE BY I w I 91E6 M / CBMH 25 CBMH 2 CBMH 21 \ FE= RUNOFF OR VEHICLE TRACKING ONTO THE \ / CBM 00 *9 / 33.3 I PAVED ROAD SURFACE. WHERE SEDIMENT IS 931- - / TRANSPORTED ONTO A PUBLIC ROAD � 1 Go" �� � < ) � SURFACE, THE ROADS SHALL BE CLEANED I H 2 v jr \ \ I THOROUGHLY AT THE END OF EACH DAY. + I GFE= GFE I �� 9 SEDIMENT SHALL BE REMOVED FROM ROADS 942.9 940.7 940.7 g 0E7 �� BY SHOVELING OR SWEEPING AND BE 33 / GFE= GFE_ 1 GF = / GFE= - 940.7 - 9407 I � \ GFE= I / TRANSPORTED TO A SEDIMENT CONTROLLED + 94 .1 943.9 00 I 940.9 LFE= LFE=932.8 LFE-932.8 FE=932.8 LFE=932.8 \ \ DISPOSAL AREA. STREET WASHING SHALL BE 1 935.0 LFE 932.8 GFE I ALLOWED ONLY AFTER SEDIMENT IS 6 __ I 940. 0 REMOVED IN THIS MANNER. \ ` I LFE= 36.0 - / 1 I 6. THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED / FOR ON THE PLANS, WHICH MAY INCLUDE E=93 � SILT FENCE, ROCK EXIT SEDIMENTATION _ BASINS OR TEMPORARY SEDIMENT TRAPS I LF =93 2 ,'� \ WHICH SHALL BE CONSTRUCTED AND MADE ' LFE= 4.7 / SERVICEABLE PRIOR TO COMMENCING ANY I I I I I /X - - - - - - - - - - - - - - 101 / GRADING OPERATIONS. 5/ FE 32 00 �/ 7. ALL EROSION FACILITIES SHALL BE I = 21 / � MAINTAINED BY THE CONTRACTOR DURING GFE= I GRADING OPERATIONS AND UNTIL AFTER I I- 4.3% I 9426 1 20 ` TURF IS ESTABLISHED. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS I LF =93 5 - THAT EXISTS WITHIN THE CONSTRUCTION LFE= 34.9 AREA.12 9. ALL GRADED SLOPES SHALL NOT EXCEED GFE 4:1, EXCEPT AS NOTED. 1 4 942 GFE I 10. THE CONTRACTOR SHALL PROVIDE ALL DUST I I _ I 4.4% 942.8 31 00 ,� CONTROL. \ 11. THE GRADING CONTRACTOR IS RESPONSIBLE 900 FOR E STRIPPING TOPSOiL. TOPSOIL S ALDL BEOCKPILING STOCKPIL DF IN I FE=935.0 I AREAS DESIGNATED BY THE ENGINEER. 12. PROPOSED CONCRETE CURB AND GUTTER LF =936.1 / i SHALL MATCH EXISTING GUTTER. 13. NOTIFY CITY OF HUGO ENGINEERING DEPT. 3 GFE= PRIOR TO BEGINNING ANY AND ALL 942. .� 7 I / // CONSTRUCTION ACTIVITY TO VERIFY EROSION 7.4� 944E0 I ' �_ /�� CONTROL MEASURES ARE IN PLACE. 14. AS BUILTS WILL BE REQUIRED OF ALL SITE I - GRADING AND STORMWATER AND SUBMITTED TO CITY OF HUGO. e C \ GF - \ 943. lo GFE LFE=936.31926 I / � / /J I �931- �.400 Ile / H � I _ L -929\ A� b Q 0 25 50 100 1 U FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 EROSION CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRER PAREDERBI M AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ��Ejlj ONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C18 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS C o n s u l t i n Engineer S EROSION CONTROL PLAN 800-252-1166 051-454-0002 DATE REG. N0. FILE: 37-1 - 1 18 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC EROSION CONTROL NOTES: 1. PROJECT SPECIFICATIONS PER CITY OF DIVISION ISTAN AT D ENGINEERING SIP CIF CAT ONS II II / Jlor - - - ,o - - - - 2021 AND THE 2020 EDITION OF THE __ MINNESOTA DEPARTMENT OF - TRANSPORTATION "STANDARD SPECIFICATIONS M FOR CONSTRUCTION" SHALL APPLY, UNLESS c3MH 56 °�� � OTHERWISE NOTED. - \ 1 2. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT LFE=932. GFE_ \ LFE=9 LFE=934.2 LFE=934.3 934.5 =934.E CITY OF HUGO 24 HOURS PRIOR TO �� I 940 age LFE INSTALLATION OF ANY STORMWATER BMP. � 3. SILT FENCE MUST BE IN PLACE PRIOR TO CB 55 \ FE- 3 4 5 STARTING OF GRADING AND MUST BE _ _ - GFE= GFE-942.2 GFE- GFE-942.5 MAINTAINED UNTIL FINAL STABILIZATION HAS I BEEN ESTABLISHED. FE- I CB I _ 4. TURF SHALL BE ESTABLISHED PER 9 9 I I I 2 MINNESOTA ENGINEERING SERVICES DIVISION �,II STANDARD DETAIL SPECIFICATIONS 2018,IT I I L E=9328 \ I I THE CURRENT EDITION OF THE MnDOT s 0, 5, H 54 CBMH 67 SEEDING MANUAL, AND MnDOT SPECIFICATION o 5. WHEREVER CONSTRUCTION VEHICLE ACCESS 94.2 II z�_ _ _ _ _ ROUTES INTERSECT PAVED PUBLIC ROADS, M 5 g \ o I PROVISIONS MUST BE MADE TO MINIMIZE FE- I' I THE TRANSPORT OF SEDIMENT (MUD) BY / 33.3 I /I C MH 52 \ CBMH 51 RUNOFF OR VEHICLE TRACKING ONTO THE . WHERE TRANSPO TRAAVED ROADNSPORTED PUBLIC ROAD SEDIMENT IS 942 SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. I I I OUTLOT _ I SEDIMENT SHALL BE REMOVED FROM ROADS GFE=942.3 GFE=942.1 W 1 i I / GFE=942.3 LFE=934.4 BY SHOVELING OR SWEEPING AND BE LFE=934.4 TRANSPORTED TO A SEDIMENT CONTROLLED LFE=934.4 FE=934.6 LFE DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS \ 5 REMOVED IN THIS MANNER. I 6. THE GRADING CONTRACTOR PROVIDE ALL EROSION CONTROL MEASURES CALLED j \ \\ \ 1 I FOR ON THE PLANS, WHICH MAY INCLUDE SILT FENCE, ROCK EXIT SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS WHICH SHALL BE CONSTRUCTED AND MADE - - SERVICEABLE PRIOR TO COMMENCING ANY \92 �� GRADING OPERATIONS. \ I M N l 9\ / '� F_ 7. ALL EROSION FACILITIES SHALL BE co MAINTAINED BY THE CONTRACTOR DURING LFE 36.0 GRADING OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. 8. IT IS THE RESPONSIBILITY OF THE /- -- / - CONTRACTOR TO DISPOSE OF OFF-SITE ALL I \ ( / � � � TREES, STUMPS, BRUSH, OR OTHER DEBRISTHAT - -929 928- - _ - -928_ , < / j / � AREA. EXISTS WITHIN THE CONSTRUCTION �\1 ! I FE 9. ALL GRADED SLOPES SHALL NOT EXCEED 944.E 4:1, EXCEPT AS NOTED. LFE-936.7 10. THE CONTRACTOR SHALL PROVIDE ALL DUST 9�o s3o \92s\ l s s I CONTROL. � 11. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED IN I 92g \ AREAS DESIGNATED BY THE ENGINEER. 12. PROPOSED CONCRETE CURB AND GUTTER v SHALL MATCH EXISTING GUTTER. - 13. NOTIFY CITY OF HUGO ENGINEERING DEPT. s 5.0 PRIOR TO BEGINNING ANY AND ALL CONSTRUCTION ACTIVITY TO VERIFY EROSION 2 CONTROL MEASURES ARE IN PLACE. / \ 14. AS BUILTS WILL BE REQUIRED OF ALL SITE _ _ LFE= 37.1 / GRADING AND STORMWATER AND SUBMITTED o I L TO CITY OF HUGO. 91 928-- ) G E �- 9 5.9 \ / 9.9% 1 \ LFE=93 . X LU � I FES190 I � OUTLOT > " M V B 1 Q� � M 0 25 50 100 FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 EROSION2 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ��Ejlj ONALRFC ENGINEERING IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINE LAWS LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C 19 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SEROSION CONTROL PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 1 19 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC EROSION CONTROL NOTES: 1. PROJECT SPECIFICATIONS PER CITY OF v - 932 � - /��°` I � �r ! � � � _ - � �936 J HUG DIVISION O MINNESOTASTANDA DETAIL SPECIFICATIONS RD EEENGINEERING 2021 AND THE 2020 EDITION OF THE \ 1 MINNESOTA DEPARTMENT OF "' �' ` (;I /�• TRANSPORTATION "STANDARD SPECIFICATIONS II FOR CONSTRUCTION" SHALL APPLY, UNLESS I - i I I I\ \ - - 937 I OTHERWISE NOTED. jJ" LFE=9 �� I II 2. OBTAIN CITY OF HUGO EROSION CONTROL, LFE=934.2 LFE=934.3 934.5 LFE=934.6 LFE=934.9 _ LFE=936.0 LFE=936.8 I I'I I i GRADING, AND STORMWATER PERMIT. CONTACT \ I II CITY OF HUGO 24 HOURS PRIOR TO 3 4 5 6 7 INSTALLATION OF ANY STORMWATER BMP. FE= 4II I III ! 3. SILT FENCE MUST BE IN PLACE PRIOR TO 942. -{- GFE= GFE=942.2 GFE= GFE=942.5 GFE=942.8 GFE=943.3 GFE=943.6 GFE=943.9 I i I Ji \ f\ GFE 944.7 STARTING OF GRADING AND MUST BE= I I I � / / \ CB -� I I I i II MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 4. TURF SHALL BE ESTABLISHED PER 11c.. I� I _ o I I l ../ MINNESOTA ENGINEERING SERVICES DIVISION as ebol \ l STANDARD DETAIL SPECIFICATIONS 2018, 4 CBMH 67 > THE CURRENT EDITION OF THE MnDOT > CBMH�66 CB 65I �� \� - / - \ SEEDING MANUAL, AND MnDOT SPECIFICATION OD I 4 f -, g \ s s o g \ o I - 5. WHEREVER CONSTRUCTION VEHICLE ACCESS - ROUTES INTERSECT PAVED PUBLIC ROADS, / II i - ____ --� � � PROVISIONS MUST BE MADE TO MINIMIZE CI1MH 52 \ CBMH 51 CBMH 60 CBMH 63 \ CBMH 64 I \\ I I THE TRANSPORT OF SEDIMENT (MUD) BY be/ N v RUNOFF OR VEHICLE TRACKING ONTO THE r-I "'I \ _ CB H 61 CBMH 62 �I � I I / PAVED ROAD SURFACE. WHERE SEDIMENT IS \ TRANSPORTED ONTO A PUBLIC ROAD GFE=942.3 = I GFE=942.6 I I GFE=943.6 I GFE=943.9 \ I _ c� I J I� � SURFACE, THE ROADS SHALL BE CLEANED I GFE=942.3 LFE 934.4 GFE=943.2 G 944.9 FE I I I I _ THOROUGHLY AT THE END OF EACH DAY. LFE=934.4 F 35.3 T SEDIMENT SHALL BE REMOVED FROM ROADS I LFE=934. FE=934.6 1 \ LFE= 34.6 LFE=935.7 LFE=937.0 I I II 36, �.- BY SHOVELING OR SWEEPING AND BE 64 00 I \ I TRANSPORTED TO A SEDIMENT CONTROLLED - I I I - ��` DISPOSAL AREA. STREET WASHING SHALL BE 33� jL 3 L IFE-936.0 3 I III II \ ALLOWED ONLY AFTER SEDIMENT IS -� II REMOVED IN THIS MANNER. 6. THE GRADING CONTRACTOR SHALL PROVIDE \ I r I I - - � J - J I I I I I ALL EROSION CONTROL MEASURES CALLED �- I I _L I I I I I FOR ON THE PLANS, WHICH MAY INCLUDE SILT FENCE, ROCK EXIT SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS 7� ' I WHICH SHALL BE CONSTRUCTED AND MADE GFE LP I \ ' ' 935 SERVICEABLE PRIOR TO COMMENCING ANY 943. GF = GRADING OPERATIONS. - LFE= 36.0 I 94 .8 ; I 7. ALL EROSION FACILITIES SHALL BE - _ 44% 63+00 42 \ J I I i I i I/ \ -9 _ MAINTAINED BY THE CONTRACTOR DURING \ \ WETLAND I �9 '- ��' GRADING OPERATIONS AND UNTIL AFTER \ III .� TURF IS ESTABLISHED. \ _ LFE 935.9 \ \ I & \ / 8. IT IS THE RESPONSIBILITY OF THE zj3_ _ I - - - _ _ - I I I I I III / �� I I CONTRACTOR TO DISPOSE OF OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS 931-CB 1H 4 CBM 43 >I _931� IIi I i �� \ \ l I t- THAT EXISTS WITHIN THE CONSTRUCTION FE FE I \ b. 944.6 44.3 1 `932� I f � �k �G 9. ALL AREA. SLOPES SHALL NOT EXCEED 9� °� FES 4 LFE-936.7 ^ 7 III ; � ��` \ / / 4:1, EXCEPT AS NOTED. I 3.ox 2.sx / I I �I l \ -� 10. THE CONTRACTOR SHALL PROVIDE ALL DUST 62 pp I Ll 7E_.9 6.4 IIi CONTROL. \ I I I ✓� 933 11. THE GRADING CONTRACTOR IS RESPONSIBLE I FOR THE STRIPPING AND STOCKPILING OF \ 933'� ; I I I TOPSOIL. TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 12. PROPOSED CONCRETE CURB AND GUTTER 0 SHALL MATCH EXISTING GUTTER. 29B 5 / 4E4 LFE=938. \93s \ II I I I � ~ ��/ �1 13. NOTIFY CITY OF HUGO ENGINEERING DEPT. \ 93 I I ,2 = PRIOR TO BEGINNING ANY AND ALL / 2 / c 4 r f \ \ CONSTRUCTION ACTIVITY TO VERIFY EROSION LFE= 37.1 9alr I I I ~93 CONTROL MEASURES ARE IN PLACE. \ ! L// 1 _ \ I � I� 3� ✓ 14. AS GUILTS WILL BE REQUIRED OF ALL SITE 61 °p GRADING AND STORMWATER AND SUBMITTED TO CITY OF HUGO. 91 \ �"" 9 \ FES 94 G E / GFE= \ 9 5.9 00 ' 945.4 9.9% J 7.0% I I I \ \ �\ LFE=93 . L� 37.5 \ I X �- X X X X �X 7 v X / l I lwo�93 1FESj 90 Uj r 935 I \ \ 934 \ 0 25 50 100 FEET f UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 EROSION3 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C20 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s EROSION CONTROL PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 120 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC I I I I I I I I I I I I I I I I I I I \ I SHEET 23 SHEET 24 SHEElr� 25 SHEET 29 SHEET 30 135TH STREET N I \ I I I — T II I - — MGM T � iJ - � - - J � � � �� w -5; 3 1 I C) 0 3 1 I I I I I I I 101 I \ 8 I 9 I 10 I 11 I 12 13 2 I � 4 � �. \ 12 I 3 I 4 5 I 6 I 7 I 8 I 9 110J F \ NORTH I 2 J c J I y �T POND I _ _ 7 /� u /�/1 IS I T�I M — T I \ I W - � I 5 I ' L7 M / M M I OUTLOT j W 6 41 13 I 12 I 11 I 10 19 I 8 I H \ �� \ � I 9 8 7 6 5 4 3 2 1 Z - - 14 7 6 — — —JIL — — — I / / ~ I MATC LINE — — 1 5 4 15 �w — � � � M � I MATCH LINE M �/ Mw 5 MA r 4 EAST PON 4 6 W 3 WEST POND 3 I �) 6 3 w w w -w M 2 oo zz— /V ._ w OUTLOT B I M I I I SHEE 22 SHEET 26 SHE 27 SHE I I w28 SHEET 31 I I I I I I I I I � I I � I � i I I / I I I 1 / I 0 50 100 200 FEET / I � I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 GRADING 11 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M E T AM A Ham Lake, MN 55304 MY GOODVIEW ESTATES DATE: 07/06/22 COMCAST (763) 323 4268 DULY ER OfESSIONAL RFC ENGINEERING , INC . HUGO, MN OOPaBs STATB CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 JOB NUMBER: 2112 ENGINE LAWS LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE INDEX HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS C O n s u l t i n Engineer S SH EET:C 21 OF 67 800-252-1166 051-454-0002 DATE REG. N0. FILE: 37—1 - 121 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: / 4 V 935.00 932.8o 932.80 1 . OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY I I OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. I I I I I TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. 4 GRADING.DISTURBED AREAS TO BE SW PP AND THE PHASINGUANDED AND FERTILIZED CONSTRUCTION GRADING INPLAN DAYS FORO ROUGH DETAILS. / I 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. 934.2 I 93 .7 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL LIFE = 4.7 - - _ - - - - - - BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 942.0 I \ 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR FE = 32 00 I SITE EROSION. 2.1 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A GFE = I DAILY BASIS. 942.6 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, / 4.3� 93 . I PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR 942.09 � T VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED 5 THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11. THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON LF = 934 5 I THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED 934. 0 AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. I LIFE = 34.9 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING I I OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL f I 942.39 71 I I TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN 1 4GFE _ F I THE CONSTRUCTION AREAS. WO 942.4 GFE - W 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. I 942.8 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND 00 wo L 9 CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY 934. 0 I COMPANIES, CITY, STATE AND COUNTIES. % 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE FE - 935.0 SITE. LL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. 936.10 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD LF = 936.1 I SPECIFICATIONS FOR CONSTRUCTION. / I GFE - 942.89 Z \ 0 � O `9�� I `�W177 21 CREEK SPECIFICATIONS WATERSHEDADISTRICT UNLESSPLY ARE CITY OF OTHERWISE UNOT,ED.ASHINGTON COUNTY, MNDOT AND RICE 3 942. ` \ 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE / I I WO 1 7 PROJECT. GFE = 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED 944.0 IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE WO INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. 942.89 \ N0 0.8% 936.10 / - - - k 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, GUTTER AND BITUMINOUS. 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION CB 11 OF STORMWATER BMPs. 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES >> RI 29 OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. RIM 939.36 > 27. DEWATERING AND DRAINING NOTES: >> `\ CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED 9 .9 35. F 1 PROCEDUREDEWATERING.79 SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. \ I = �� ' \ 1 ° / CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE GF = \ USE OF AN ENERGY DISSIPATION DEVICE. 943. / DEWATERING MUST AVOID NUISANCE CONDITIONS. Iwo 943.79 35.9 II 1 / 100, 100, A I44.19 GFE = 944.2 ``� _ /� / I / LIFE = 936.3 f \ wo ti V/ // / - 931 // W h .3 - 929 ( � / \ w / 0 15 30 60 I \ / / FEET Cti UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 1 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q C o n s u � t i n En ineer s GRADING AND DRAINAGE PLAN SHEET:C22 OF 67 800-252-1166 651-454-0002 I I DATE REG. N0. � � DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 - 122 y,5b � � I I � I NOTES: 1 . OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY I I I I I \ OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. I , 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. \ I \ I 3. COVER OR SEED ALL STOCKPILE AREAS. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH I GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. - 934 - - - 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. I I I I 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL 933 - - I - - _ _ BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA 932 - - - 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE i FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. \ r 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A \ \ I DAILY BASIS. \ \\ I I I I I I \ I I 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR I J VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED \ \ \ THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY g3_ \ SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. -� - - - STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON _ - THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED _937 - _ _ AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF- SITE, ALL / I NWL: 926.0 I I I - - - -L �� TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN HWL: 930.0 THE CONSTRUCTION AREAS. 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND / I LFE - 934.0 LFE - 934.0 = LFE - 934.0 CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY / I I FES 31 RIM 930.00 LFEI I I COMPANIES, CITY, STATE AND COUNTIES. 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION NY// 3L�E 7 _ I TO SURFACE WATER. - 933.7 I I I 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND I COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. II WO _ W WO GFE - WO 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE I I GFE _ - GFE = E = SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE WO 941.9 941.9 941.9 941.9 1.9 SITE. 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. / 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD 941E6 941 9 \ I 94189 I 194�1.89 I 941.8 I 941.897 SPECIFICATIONS FOR CONSTRUCTION. 21 . SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE I I I I I I CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. I I 159 J v � v v o� _ 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE I PROJECT. I I \ 3.70 ONR _ 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED I / I I \ \ iuuuuuuuuuui IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. "KIM 938. 4- 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, LFE - 933.7 ' GUTTER AND BITUMINOUS. 7 J - RIM 939.30 13 4T H _STREET �`oI� _ 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION OF STORMWATER BMPs. \ o 0 0 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES 3.70W \ 1- 0 0 0 o OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. I 27. DEWATERING AND DRAINING NOTES: QQ \ 941E6 59�� M 938 96 CBMH 25 • CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED / PROCEDURES. /� CBM / �� DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. ° CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE RIM 939.01 - USE OF AN ENERGY DISSIPATION DEVICE. 1 II 98y / F- A �� DEWATERING MUST AVOID NUISANCE CONDITIONS. I II IL H 2� 94,Y89 9 .8 I _ 94�.69 _ 94( / - 1 GFE - I 9 2.09 A,� �;Q. 942.9 940.7 940.7 I I I GF = r � 43�8kE _ I I F = 934.2 94 .1 33 00 a / 943.9 II LFE = 935.0 LFE = 932.8 LFE = 932.8 0 4.70 r l I 1 / 942. z I L \ 6 ,> I LFE = 36.0 / V j W 0 I�- O 935.00 0 932.80 W O 932.80 LJ- I I AK J LFE = 934.2 IR I 93 .7 LFE = 4.7 � - - - - - - - - 1 5�rri GFE = 00 l i v 2.1 WO 1 r GFE _ \ � /N 942.6 W \ C 4.3% L 93 .7o L 942.09 I LF = 934.5 M A LFE 4 34.9 < » - 934. 0 1 = / I I v � I IR I 0 15 30 60 1 GFE _ 942.39 I I1Z FEET 942.4 c7f-M-71-7- 6 I GFE / 942.8 4.4% 31 00 934.00 � UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 2 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER I ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer � SHEET:C23 OF 67 800-252-1166 651-454-0002 I I DATE REG. N0. FILE: 3 7-1 - 12 3 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 934 J U I NOTES: 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY // OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. U 00 l5 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. I _ TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. 934 - I \ U 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. I _ 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL _ BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA \ \ \ r / \ III 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A DAILY BASIS. 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR ATCH EXISTING VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED \ j 1 1 I I THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY j 1 SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. U STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. \ 0 5 J 932 I 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED -� - - - - - - - - - - - - - - - AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 12OPERATIONSEROSION GRADE T DRAIN \ N FACILITIES SHALL BE MAINTAINED BY HE CONTRACTOR DURING GRADING AND UNTIL AFTER TURF IS ESTABLISHED. CB 4 \ 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL 34 NWL: 35 U I / TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN / THE CONSTRUCTION AREAS. � HWL: 9 1 � - I F 7 � �� ��� 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 0 \ U\ 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND A4A -A 932- RIM 934.86 - U CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY U -M -M. LF'E� LFE 934.0 934.0 \ COMPANIES, CITY, STATE AND COUNTIES. 0 , / 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION LFE = 934.0 LIFE = 934.0 RIM 93 .85 0) LIFE - 934.0 ° -- 933 / / - 933.00 H \ TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND WO WO I G77-= U / COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. I 941.9 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE JJUI I GFE - I 941.�$� LF = wo SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE 941.9 I % / 3.0 ` SITE. GFE = GFE = GFE _ 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. 941.9 941.9 5 �/ U� 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD 940 941.8 I v ♦/� \ SPECIFICATIONS FOR CONSTRUCTION. � III , � 933.00 0 21 . SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE 941.891 941.89 9 14189 I 940•9 9 `0 CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. 6 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE / CB H 32 V PROJECT. V CD 23.24 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED - - U 940.8 U IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE �q INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. RIM 936.0LL r 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, RI 93 GUTTER AND BITUMINOUS. I 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION 9 I OF STORMWATER BMPs. 46 MH 23 Ub ji _ 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES RIM 937.04 - - - - -�U - RIM 936�96 W13 4T H C.0 U R _ - F 3 V oo � 0 94 ,2 U � OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. - �- 27. DEWATERING AND DRAINING NOTES: o 0 0 CD---RIM 937.01 0 0 0 . CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED RIM 936.92J 9 I PROCEDURES. " DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. CBMH 22 do"21 FE _ 0 CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE 00 is i 41, 33.3 U U USE OF AN ENERGY DISSIPATION DEVICE. 7937 WO M M U M DEWATERING MUST AVOID NUISANCE CONDITIONS. Lc) L U - \ I Sri ---eo oo� U n _ V _ _ \ \ 933.30 I I � 11 7j 9 .69 94 .69 940.69 9 0.69 940.69 GFE _ I GFE 940.7[ 940.7_ I GFE _ GFE _ I GFE = I 940.89 940.7 I �\ 940.7 940.7 < \ 40.89)40 9 LIFE - 932.8 LIFE = 932.8 LIFE - 932.8 LIFE \ U \\ I / 9 .6 /Z / w , I I 94oE \ \ wo WO wo I .0 U 932.80 A932.80 932.80 A932.80 932.80 X932.80 9 . 0 933.00_)32 I I � W0 \ I I I WO I / vr - 932. 932 I 33.00 / - - - - - - - - - - - - - - - - -1- I i � C�b� / U RIM 929.80 \ \ V i / - FE 2 929 U 0 15 30 60 FEET O UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER I ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SH EET:C24 OF 67 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7-1 - 12 4 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 935 - 932 - - - /�7�I1� - - I 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY L / OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. \ / I 1 C 3. COVER OR SEED ALL STOCKPILE AREAS. /� / \ \ / I ) I 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. �_ 6 BEHIND UTHIEGSILTDFENCE,IMENT L�LOSEST TO WILL THE PROTECTION AREA PLACED AS THE ND LAYER OF PERIMETER CONTROL 33 - - - / I � / I 1 \ � � � 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE / 934 FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR 933 SITE EROSION. I c� ( _ r ' _ 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A I \ / c� \ \ DAILY BASIS. 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, / PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED I I AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 0 \ ( 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL - - - - - - - - - - - - - - TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN ,�� �' THE CONSTRUCTION AREAS. 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. AM 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY 7 M M - _ I_ I N COMPANIES, CITY, STATE AND COUNTIES. MGM- M 9 o - I 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION /� i TO SURFACE WATER. W W W �r0 / 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND _ � � �- � /f 1 COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE O / 933.00 / I �' uuu \ LFE - J = 932. SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE V (� I I SITE. I I LU 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD LF - I I \ - SPECIFICATIONS FOR CONSTRUCTION. 3.0 a \ I/ I - - _ - - - 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE Z� I _ f CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. NWL: 926.0 II II I 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE FE - 93 . \ HWL: 928.5 I PROJECT. 940.g 9 I II / 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED I I I \ IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE INFILTRATION BASIN THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. I I \ I 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, 940.8 I I I L E GUTTER AND BITUMINOUS. 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION OF STORMWATER BMPs. I I I I I I \ I 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. 9 27. DEWATERING AND DRAINING NOTES:0 CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED F = •30 \ PROCEDURES. 94 .2 I I I DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. _ _ _ _ _ _ ` _ _ CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE 4 % ��� M �\ / I I I I S g 5 USE OF AN ENERGY DISSIPATION DEVICE. 9 I _ i I I o - _ - DEWATERING MUST AVOID NUISANCE CONDITIONS. FIE = r M j 33.3 � II I I 928 4 \ fM � M M II I ` I �MMM 7M �� �\ 933.30 I OUTLOT 940.89 \ 9`�O O I I II I GFE = I 040.9 \ I I \ A 933.00 zF / � I 33.00 17 MATC 'LINE / I I I M / QQ N GHE E 271 929 1 0 15 30 60 FEET vp - _ - I � 92F - 928 - UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 GRADING 4 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M AM A Ham Lake, MN 55304 GOODVIEW ESTATESDATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OjJE111 SSONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 JOB NUMBER: 2112 ENGINE LAWS LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 HUGO PUBLIC WORKS (651) 762-6301 / / Q Consulting Engineer 070622 CITY COMMENTS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 125 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FE 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY / OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. MA2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. — TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH `L GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA 912 7. SILT FENCE CANN. REMOVED.OT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE 9i8FULLY STABILIZED EROSION CONTROL BLANKET CANNOT BE 0 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A DAILY BASIS. 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, 902 PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR 9ee If VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED I THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY 896 SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON / THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED 9 0 / AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING H 27 / OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY COMPANIES, CITY, STATE AND COUNTIES. 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION W TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. �N 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE / o \ w ��\ �' SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE w SITE. _ w y 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. W �� 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE PROJECT. 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED 928 ,-- IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. loe 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, GUTTER AND BITUMINOUS. i W / 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION _i 'f OF STORMWATER BMPs. 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. \ �. 27. DEWATERING AND DRAINING NOTES: X� CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED �� / `�� ����` �� // - PROCEDURES. / \ 0 DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE 9 / 28 \� USE OF AN ENERGY DISSIPATION DEVICE. �� / , N DEWATERING MUST AVOID NUISANCE CONDITIONS. v LV _ M � 1 I o S B 12 \ 929 .2 \\ / 0 15 30 60 FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 5 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E. MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRDULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPIER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SH EET:C26 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7—1 — 12 6 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 1 // I/ l�L- \9 NOTES: ZE 1 OB HUGO 24 HOURS INSTALLATION O TORMWATER BMP TII 0OPR OR EROSION �0 RADINANY SDT PERMIT. CONTACT CITY 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. 933.00 — I/ �\ TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. _ZF4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH I I IM A LINE ['SHEET 251 GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. n II I \ 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. i / _� IIj 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA \ �\ 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. / ��j'� \\ ( 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR I I I I � I SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A co DAILY BASIS. \ D 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, I00 CN 1 \ _ _ _ PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED I I I s THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY / I SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. 929 —' ISTR 1 1 . THEEET GR GRADING WASHING CONT ACTOR SHALLED ONLY PROVIDE ALLEEROS ONENT IS CONTROL REMOVED M MEASURES CALLED EDN FOR ON \ I J THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. II �L 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. — -� 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF—SITE, ALL _ TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN / — =929 — 928 _ _ _ _ — 928 — THE CONSTRUCTION AREAS. II / — 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTITY, SS AND TATE AND VA ON S PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION NW 2 .0 I \ 92 \ TO SURFACE WATER. L: 7.9 9,30 I 9 �-- 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. I I — 930 \ 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE I I� SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE SITE. _ 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. I I g2g \ 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. / I V ��--M�_ / 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE / 9 �— ✓ "�-fb1 N PROJECT. — —, � 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED O— — — — _ �_!` ��� IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, 0000000 W W — — — — — — — _30_�--- GUTTER AND BITUMINOUS. _w w w — _ _� --- _ _ — 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION w / W wW —�\ -- OF STORMWATER BMPs.W W— W ��._ — 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES W W OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. w 27. DEWATERING AND DRAINING NOTES: W — 0 CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED PROCEDURES. W Y0 DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE USE OF AN ENERGY DISSIPATION DEVICE.� — _ DEWATERING MUST AVOID NUISANCE CONDITIONS. 928 J — Z � I _ I J I I a J I I I I OUTLOT B 0 15 30 60 FEET I I I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 6 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M XE'jMY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SH EET:C27 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7—1 — 12 7 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: 9 TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 1. OBTAIN CITY OF HUGO EROSION CONTROL GRADING AND STORMWATER PERMIT. CONTACT CITY OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. Ni , NE ISHEPT2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. 3. COVER OR SEED ALL STOCKPILE AREAS. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. I I « W \ \ 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL J BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA N 9 9 / / \ _ ` 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE � ( / \1 / / \�\ ` FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR 36.0 SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A DAILY BASIS. 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR 1 / ��_ VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED RIM 932.41 \ _ THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY � \ �, \ > SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. \ I �� / i \ STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. PCP / // / �� 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON // THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED 3 / CBM 41 AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING IF OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. / RIM 9 3.03 94� 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN \ 929 / loop \ ' �IIII LFE - 936.7 THE CONSTRUCTION AREAS. \ \ \� / J / \ FES 4 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. A 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY 930 COMPANIES, CITY, STATE AND COUNTIES. 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND 936.78 COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE / SITE. 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. / \ - 94 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. V _ / / 9 5.0 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE PROJECT. --- __ / / \ 94 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED \ / \ IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE W \ �`� / \ c9cr' = 37.1 INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. w w �� .4n / 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, �' _ w w w = � / I � \ \ / GUTTER AND BITUMINOUS. _ W - W 9� 1 / 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION 19 OF STORMWATER BMPs. \� \\ / ,�✓ \ � 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES < OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. 91 / I 45.89 27• DEWATERING AND DRAINING NOTES: ' CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED G E PROCEDURES. 9 5.9 a DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. W - /L \ N • CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE v \ I ( 9.01 USE OF AN ENERGY DISSIPATION DEVICE. W \ 94589 DEWATERING MUST AVOID NUISANCE CONDITIONS. X \ \ / / LFE = 93 . W � J J �� RIM . 0 � \ \ l X W V FES 190 \ \ \ / RIM 930.50 17 W a 0 15 30 60 FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 7 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER I ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SH EET:C28 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7-1 - 12 8 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. J \ / 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. I \ / / TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. 4. ALL DISTURBED AREAS TO BE SEEDED MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH 1 _��-/� f / \ GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS.3 934 �, -- g�6 \ , 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. 934 / / 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA r / \ \ I 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE - ! ' I FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 934 - - \ \ I I 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR / ) SITE EROSION. 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A DAILY BASIS. C I 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, I I g36 \ J \ l PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED DD I I \ I THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY C) I -i I SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. \ 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON i THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED 934 - ( / _ - _ i \ _ ��� AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. � -- I 934 I \ 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING -- 933 ` OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. J - \ / 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN _ I I THE CONSTRUCTION AREAS. \ \ 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND I I \ CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY / I I COMPANIES, CITY, STATE AND COUNTIES. 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. RIM 933.00 \ \ \ 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE D SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE. 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD _ RIM 936.08 C n 7r - SPECIFICATIONS FOR CONSTRUCTION. MH 56 - 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE RIM 935.59 I I - I F F_ 22. THEECONTRACTORDSHHALLRICT PROVIDE SALLOTHE DUSTNISE CONTROL.DTHE COST SHALL BE INCIDENTAL TO THE 1 I 36.1 \9 4.90 I I ` ^ I PROJECT. 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED wo 1 IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE n7A\ � LFE - 93 WO 934.90 934.2 934. INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. LFE = 932. GFE = \ LFE =934.2 LFE= 34.3 L = 934.5 L 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, VVV \ 940 $p0% 36.1 ` \ GUTTER AND BITUMINOUS. WO ( WO I WO 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION OF STORMWATER BMPs. 940. 9 CB 55 \ \ I I �c5 4 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES FE - I OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. RIM 936.713 27. . DEWATERING AND DRAINING NOTES: 942. GFE = I GFE = 94r.2 GFE = 94 = 942.` CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED �� 4 • I PROCEDURES. \ IV DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. J 942.79 942.19 942.39 CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE l 1 \ CB USE OF AN ENERGY DISSIPATION DEVICE. W I WO 2 \ \ I DEWATERING MUST AVOID NUISANCE CONDITIONS. 0 W L E = 9328 9 \ L -1 L cri I -1 O W - I G E = 5• H 5� � 9 0.7 1 I 937.72 \ I CBMH 940. 9 RIM 937.73 y� STREE R1�938� M 5 � � � RIM 938.88 � -A34TH1 - \ RIM 940.82CD CD - �+ 0 0 o J ' 2 .0 C MH 52 CBMH 51 v M 7M I I 942.29 942.29 942.29 942.49 GFE = 942.3 LFE = 934.4 GFE = 942.3 = GFE = LFE = 934.4 J �I LFE = 934.4 LFE = 934.6 938 41 \ 1 wo WO 3 __WO wo 1 \ 19�J \ 1 9 .4 93 .4 934. A 934 60 934.60 - - � � ET� 8� - - - - FEET I I , « < � 99 / N UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT OJ& PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 8 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRDULYSUPER I 41DOTNAM A RFC ENGINEERING , IN Ham Lake, MN 55304SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer S SHEET:C29 OF 67 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7-1 - 12 9 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: I I I ��� 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. - 932 - - - C \ /' J / i 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. / \ ,� / I TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. - - - - � 3. COVER OR SEED ALL STOCKPILE AREAS. / _ \ 933 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH / l ✓ ; I GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS./ i 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. 1 I \ y I 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. \ I ( 1 I I I I I 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A 0 / / i I DAILY BASIS. I 1 I i 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED 9 --- ----- i I THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY f > I I / `�� J � I i I � i I SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. 0') I i I / ✓ STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. I I I / I 11 . THE GRADING CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES CALLED FOR ON r I � THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED ----_ 'I I AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. I ; 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF LEGALLY AND OFF-SITE, ALL l 932 , I i i I TREES, STUMPS, BRUSH OR OTHER DEBRIS FROM REMOVALS OR ANY DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. I 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND �j ' I I I CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY � COMPANIES, CITY, STATE AND COUNTIES. \ i I 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER. 17. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL OR SOIL SEPARATION FABRIC AND 17 �- _ 932 ��� I � _ I COMPLY WITH THE 2020 MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. i I 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE SITE. 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. _ 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. Im v F x93 F I k - \ 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE I - I I i I I / CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. I - _ �� I `�l I i 22. THE CONTRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE r PROJECT. t- I- - - - / I i 1 `1 I 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED 00 5 934.E 934.9 935.4 ` 0 I80 ►� IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE = 934.5 L = 934.6 = 934.9 = _ = 936.0 I I , i I INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. WO WO WO WO WO LFE = 936.8 I �� i I I \ 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, GUTTER AND BITUMINOUS. 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION I ��. I WO i I it I OF STORMWATER BMPs. I III I i i I 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES 4 i i I I OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. G F E = P4'2.5 GFE = 942.8 GFE = 943.3 GFE = 943.6 GFE = 943.9 GFE - 944.7 MATCH E) TIN III i �L 27. DEWATERING AND DRAINING NOTES: 17F7W 0) I I \ CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED I V I 93 I 1 1 i PROCEDURES. I I I I \ DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. 942.39 C B M ?j49 942.79 943.29 943.59 943.89 44.69 I I I / 41 .28 I I I I I I I CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE I USE OF AN ENERGY DISSIPATION DEVICE. FES 71 I I � • DEWATERING MUST AVOID NUISANCE CONDITIONS. Ln -1 L C) I � I 60 1 C vj > ----BJ_M j40.51 �> BMH 11 66 uuuuuui c RIM 93 .56 I I WI�1 > \ CB 65 I I a - v RIM 940.12 _ i 34T_H STREET N � _ N _ „ o �� o RIM 940.49 0 0+ CDIM 939.56 \ RIM 941 .04 0 0 CBMH 60 - CBMH 63 I I \ C BMH 64 RIM 940.32 N Cy) ` GCB H 61 CBMH 62 942.4 942.59 9�3.19 943.59 94�39 94489 I \ I,III I Pv I IQ G942.6 GF = 943.6 I= . = . GFE II 1 GFE GFE \ FE ! 19 O LF - 935.3 \ 6 I I LFE = 934.6 LFE = 34.6 U LFE = 937.0 I I i II � LFE = 935.7 00 I \ \I I I \ \ M ATC I G i t l 0 I > I 4 LO 3 WO WO \ \ W I LFE = 936.0 WO 934.60 1 93 .7 37.00 I I i I i rr LLJ ( I G134 I IL R4 Em I E-E fi 3411 J I � 0 15 30 60 I w i I I I FEET 943.89 943.9 GF = I \ I - � 94 .8 935.90Om n J ZL I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 9 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SHEET:C30 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7-1 - 13 0 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC - err- - y,3c1.v e, �.,�, I I I NOTES: 934.60 93 .7 .�,� vv� 37.00["'�� rr I I I I )I 1. OBTAIN CITY OF HUGO EROSION CONTROL, GRADING, AND STORMWATER PERMIT. CONTACT CITY / I I I ( OF HUGO 24 HOURS PRIOR TO INSTALLATION OF ANY STORMWATER BMP. A T H LINE I 0 , \ I 2. THE GRADING CONTRACTOR IS RESPONSIBLE FOR THE STRIPPING AND STOCKPILING OF TOPSOIL. I I TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE ENGINEER. 3. COVER OR SEED ALL STOCKPILE AREAS. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. *SEE SWPPP AND THE PHASING AND CONSTRUCTION GRADING PLAN FOR DETAILS. I I I 5. NO CONSTRUCTION ACTIVITY TO BEGIN PRIOR TO SILT FENCE PLACEMENT. 6. AREAS USING SEDIMENT LOGS WILL BE PLACED AS THE SECOND LAYER OF PERIMETER CONTROL BEHIND THE SILT FENCE, CLOSEST TO THE PROTECTION AREA 943.89 � � 7. SILT FENCE CANNOT BE REMOVED UNTIL RCWD HAS DETERMINED ALL DISTURBED AREAS ARE GFE \ 35 FULLY STABILIZED. EROSION CONTROL BLANKET CANNOT BE REMOVED. 943.9 GF = \ c� / I I / 8. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR 94 $ 90 N \ \ ~ SITE EROSION. 63 00 \ I I I- \ 9. SEDIMENT TRACKED ONTO THE STREET FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED ON A 4.4% 4.2% \ I I \ DAILY BASIS. _ \ \ l I I I I \ \ 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, WO 94389 WO \ \ I I I 1 PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT(MUD) BY RUNOFF OR FIM 42.84 I \ / / / I I I -� v� VEHICLE TRACKING ONTO THE PAVED ROAD SURFACE, THE ROADS SHALL BE CLEANED F& I THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY\ \ L 9�9 / / I I I \ I SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. 931 \ / III I I \ \ 11 . THE EGR GRADING CONTRACTOR SHALL PROVIDE ALL EEROSION E CONTROL MEASURES CALLED FOR ON THE PLANS, WHICH MAY INCLUDE SILT FENCE AND ROCK EXITS, WHICH SHALL BE CONSTRUCTED 4 �c'E ` - - - )1 - - I I I I ��� \ AND MADE SERVICEABLE PRIOR TO COMMENCING ANY GRADING OPERATIONS. - 931 - CB H 4 I CBMH 43 - - \ - _ 9 - I I I J \ \ \ 12. ALL EROSION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING 4.59 31 _ I I' / /� \ OPERATIONS AND UNTIL AFTER TURF IS ESTABLISHED. FF-SITE, ALL 944.6 , 44.3 \ HWL: 932.� ` 9`32 I I I G % �\ �\ 13. TREES,IT IS HSTUMPS, BRIUSH ORILITY F OTHER THE DEBRIS CONTRACTOR ROMOREMOVALS OR ANY DISPOSE OF LEGALLY DEBRIS OAT EXISTS WITHIN �j`L RI 942 84 RIM 9 3.83 I I I LIFE - 936.7 9 ` M I I I I /� 7/ %/ \ THE CONSTRUCTION AREAS. 14. ALL GRADED SLOPES SHALL NOT EXCEED 4:1 EXCEPT FOR SEDIMENTATION PONDS. 3 0% 15. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND 944.59 I I I I I �� �\ CONNECTION POINTS AND ELEVATIONS PRIOR TO CONSTRUCTION, WITH RESPECTIVE UTILITY LJJ I I I ��� COMPANIES, CITY, STATE AND COUNTIES. WO I 0 L E = 6 WO 'LI / M I I I I I ��j� 16. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER. AND RIM 933.41 \ M IM 1 I I Q I I I / 4 // 17 COMPLYALLRWT H THE 2020P SHALL BENSTALLED MINNESO AITDE DEPARTMENT A FILTERMATERIAL OF T AN POR ATIONOR SOILEABRIC STANDIARD ON FSPECIFICATIONS. I ^ 9 6.40 \ - I I I I \ / V 18. TREE PROTECTION CONSISTING OF SNOW FENCE OR SAFETY FENCE INSTALLED AT THE DRIP LINE 33 I I SHALL BE IN PLACE PRIOR TO THE BEGINNING OF ANY GRADING OR DEMOLITION WORK AT THE LJJ I I �` 19. GRADES SHOWN IN PAVED AREAS REPRESENT FINISH ELEVATION. 944.99 / I \ I 20. ALL CONSTRUCTION SHALL BE PREFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD G E = ^ �V \ \ I / I I SPECIFICATIONS FOR CONSTRUCTION. II I \ 5.0 / / G E - 9 5 \ �-� I 0 � 21. SPECIFICATIONS THAT APPLY ARE THE CITY OF HUGO, WASHINGTON COUNTY, MNDOT AND RICE B LIFE 938. \ 9��j I I J I I Q I I \ CREEK WATERSHED DISTRICT UNLESS OTHERWISE NOTED. 2. o �/ / / - pppppp��ppp� \ J I O I I I \ 932 22 THEPRO CONTRACTOR T TRACTOR SHALL PROVIDE ALL DUST CONTROL. THE COST SHALL BE INCIDENTAL TO THE g44.9 � � �•, � \ \ 23. HYDROLOGIC SOIL GROUP TYPE A AND B WILL BE RETAINED, STOCKPILED, STABILIZED AND USED WO RIM �43.48 C 4 / �jiiill '� I I ( / f \ IN POST CONSTRUCTION INFILTRATION BASINS. IF C OR D SOILS ARE FOUND IN THE I 4 SOG ( I i INFILTRATION BASIN, THEY WILL BE REMOVED AND REPLACED WITH A OR B SOILS. 37.1 / I ��� ~ 24. PROPOSED CURB AND GUTTER AND BITUMINOUS ROADWAY SHALL MATCH THE EXISTING CURB, 9` 0 \ I I I I 1 I �� j GUTTER AND BITUMINOUS. 61 �0 / \ - I I I ( \ \ 25. NOTIFY CITY OF HUGO ENGINEERING DEPT. AT LEAST 24 HOURS PRIOR TO THE CONSTRUCTION RIM 943.76 8,5 - \ � OF STORMWATER BMPs. 26. DEWATERING IS NOT ANTICIPATED DUE TO GROUNDWATER ELEVATION, IF DEWATERING DOES OCCUR IT MUST BE APPROVED BY THE WATERSHED AND CITY OF HUGO. 27. DEWATERING AND DRAINING NOTES: ■ \ 45. \ \ CONTRACTOR SHALL USE SKIMMERS AND FILTERS PER MANUFACTURERS RECOMMENDED W 8s � � H � \ FES 94 _ \ I \ PROCEDURES. 9 5 9 / / 945E 937.50 � � I I I \ DEWATERING SHALL TAKE PLACE AFTER SEDIMENT HAS SETTLED. I I I i I � I I CONTRACTOR SHALL PREVENT EROSION AND SCOUR AT DISCHARGE POINTS THROUGH THE J / I I I \ USE OF AN ENERGY DISSIPATION DEVICE. � WO 9.9% / 7.0% / I0 DEWATERING MUST AVOID NUISANCE CONDITIONS. J 945 89 I / I WO / _FE = 93 SOG I I I \ L 37.5 / / / I I I \ -J 937.50 41M 936.23rl - I RIM 936.22 V \ Q \ 934 I I I 934 0 15 30 60 FEET \ \ y UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 GRADING 10 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER I ND OTNAM A RFC ENGINEERING , IN Ham Lake, MN 55304OOPRER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 GRADING AND DRAINAGE PLAN HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Eng1n � erSSHEET:C31 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7-1 - 131 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC CBMH 29 MH 30 CBMH 28 RE=939.84 01 RE=938.96 RE=939. IE=928.41 �S) IE=928.23 NE IE=928.32 SE) IE=928.41 NW) 0 20 40 80 940 IE=928.23 N IE=928.32 N) 940 FEET PROPOSED GRAD PROPOSED GRADE EXISTING GRADE CB 11 935 935 RE=939.36 940 IE=936.72 (E) 940 FES 31 IE=929.13 (SE) 930v I 930 935 935 30 LF 15" RCP 00.28% 180 LF 12" RC 00.40% EXI TING GRADE � �F12� RCP 20LF12" RCP a0.48% 16 925 925 -1+00 0+00 1+00 2+00 3+00 930 930 FES 10 IE=930.33 (W) 925 1 925 0+00 1+00 2+00 3+00 \\� 934 933 — 1 932 �v � � \ 93, 932 Iry � I � FES 31 1 pp 11 I I 3j 19 J 9� M 30 -7 CBM � 7-7 CBMH25 F 10 � � 77 / H 28 I C� I to I 33 O UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 STORMI CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER I ND OTNAM A RFC ENGINEERING , IN Ham Lake, MN 55304OOPRER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C32 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S STO RM DETAILS800-252-1166 651-454-0002 I I DATE REG. N0. FILE: 37-1 - 132 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC CBMH 25 ROPOSED GRACE RE=939.30 IE=928.03 0 20 40 80 940 IE=928.03 �E) SW) CBMH 22 RE=937.01 CBMH 21 940 FEET CBMH 28 IE=926.82 E RE=936.92 RE=938.96 IE=926.82 N IE=926.67 S IE=928.23 (NEB IE=926.67 W IE=926.67 IE=928.23 N SUMP=923. 7 EXISTING GRADE 935 935 L I ;H 24 930 930 MH MH I2 I I 0 0-1 F ------------- 0 0 :1 CBMH 2 CBMH 21 72 LF 18" RCP ® 0.27% oo tis 349 LF 8 RCP ® 0.39% / " " 925 36 LF 24 RCP ® 0.41% 925 /- v v v 920 1 1 1 1 1 1 1 1 1 1 920 CA 33+00 34+00 35+00 36+00 37+00 38+00 39Iv +00 v 1 32 v �. CBMH 23 CBMH 24 CBMH 32 \ CBMH 22 RE=937.04 RE=936.03 RE=936.05 / v RE=937.01 IE=926.90 (S) IE=929.54 SW) IE=929.64 (V v IE=926.82 E IE=929.40 (NE) IE=929.54 E IE=929.64 ) \ F 20 IE=926.82 N IE=929.54 N� IE=926.67 W 935 935 CB 33 RE=936.96 EXISTING GRADE IE=929.77 (NW) P OPOSED GRADE 930 930 8" SAN 33 LF 12" RCP @ 0.39% 10' SAN I 30LF15" RCP ® 0.3 % 925 1 30 LF 18" RCP ® 0.28% 36LF18" RCP ® 0.37% 925 PROPOSED GRAD -1+00 0+00 1+00 2+00 940 940 CBMH 21 RE=936.92 IE=926.67 (S) IE=926.67 (IN) SUMP=923.67 -ki - oo Cs 935 EXISTING GRADE 935 2H 4 CB H 32 L� \ / 930 930 MH 23 I I I I C" MH I2 _�� MH�4- o 0 0 0 � 0 M 30 �-7 7 CBMH 25 CBMH 2 �C 925 CBMH 21 CBM 199 LF 30 RCP @ 0.34% H �7 7 00/ v EE 925 926 00 (N) H 28 M 6 / r 33 0 - - - / v 920 920 � 0+00 1+00 2+00 3+00 CA SAN M UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 STORM2 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M E T AM A Ham Lake, MN 55304 MY GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE r T! ? LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C33 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s STORM DETAILS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 133 I IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC CH 34 REM934 85 .93 CBMH 34 IE=927.43 E CB 35 RE=934.8 5 0 20 4 80 _ -932 _ )IE=929.93 W RE=934.86 - - _ IE=927.54 (W) IE=927.43 E F E - _ 935 935 935 IE=929.93 W) 935 CB H 4 J \934 35 \ _ - - -32 EXISTING GRAD FES 36 � � 933 E=930.03 (E) PROPOSED GR DE / PROPOSED GRADE 930 930 930 EXIST NG GRADE 930 949 00 29 28 LF 12" RCP @ 0.37% \ 19 W H 24 CB H 32 30 LF 12" RCP ® 0.35% 925 925 925 925 0+00 1 +00 -1 +00 0+00 1 +00 H 23 � 00 v CO T - � CD � 0 00 0 < (D CBMH 22 CBMH 21 00 is 931 Ail F- I �--4 V PROPOSED GRADE CBMH 51 CBMH 52 RE=940.82 RE=938.88 IE=929.18 S CBMH 54 CBMH 53 IE=930.14 E IE=929.18 E 940 - - IE=930.14 IE=929.18 W 940 CBMH 55 IE=930.72 (SE) IE=930.46 (E) CBMH 56 RE=936.71 IE=930.72 �NW) IE=930.46 NW) RE=936.08 IE=931.11 IE=933.72 NE IE=931.40 S IE=931.11 �SE) N) IE=931.40 �E� EXISTING GRADE 935 935 O 49 LF 12" RCP 0 0.60% 81 LF 12" RCP 0 0, J 930 930 47 LF 15" RCP 0 0.56� 78 LF 12" RCP 0 0.41 197 LF 12" RCP 0 0.49% 1 I I 9133 � 1 -T ,- 935 � 925 925 \ J 12+00 13+00 14+00 15+00 16+00 17+00 18+00 _-935 - - - n FES 76 n CBMH 56 a' c:: V CBMH 55 � PROPOSED GRADE r REM936.0S REH 56M935 59 PROPOSED GRADE 32 0°H 57 v IE_931.4 IE=931.53 IE-931.40 �E3 IE=931.53 �W)NE ) 940 CBMH 54 940 CB 8 CB 58 RE=937.73 RE=937.72 IE=930.72 i(SE) I I I 935 IE=93072 �NW FES 76 935 E�IE=933.00 SW IE=933.72 N ` I v v EXISTING GRADE BMH 54 \ CBMH 67 >> � >> CBMH ® 5�% 935 935 30 LF 12" RC 0 0.43% �� LF 12 30 LF 12" RCP 0 0.43� M 5 °° 930 930 0+00 1+00 2+00 EXISTING GRADE 934 / CI MH 52 \ CBMH 51 CBMH 60 930 930 7 } � I i -1+00 0+00 1+00 \ \ v CB 942 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 STORMS PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C34 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s STO RM DETAILS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 134 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC PROPOSED GRADE CBMH 42 RE=942.84 CB 43 945 IE=928.96 W RE=942.84 945 = IE=929.09 W IE=928.96 S IE=929.09 E 0 20 40 80 FEET EXISTING GRADE 940 940 MH 41 935 RE=933.03 935 IE=928.05 SW IE=928.05 E) IE=928.05 N) \FES 44 IE 929.80 ( ) 930 \i —\ 930 187 LF 18" RC 0 0.49% 30 LF 15" RCP 0 0.43% 152 LF 15" RC 0 0.47% 925 925 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 V / 931 — _� 9 63 00 �I \ 929 n 931 \ 931 —i — — 930 -- n \ \ BMH I< « « << <��� \ L 931 CBMH 4 _ CBMH 43 9— v O \ 93 v01 942 FES 4 21 I s 41 0p-- 9�4 , CBMH 4 1 > > 933 93 < o < < —< < o 1 pa— \ CBMH 51 \ I I 1 I v' I PCBMH 51 RE=940.82 — IE=929.18 S v IE=929.18 E IE=929.18 W 4 940 940 933 v v PROPOSED GRADE _"'2=� \ 935 935 MH 41 RE=933.03 IE=928.05 SW) v IE=928.05 E EXISTING GRADE IE=928.05 N 929 931— 930 930 931 ---- c 230 LF 24" RCP 00.49% < << « 925 0+ 2+0 925 � 00 1+00 0 3+00 4+00 ti FES 4 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 STORM4 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSU�kEOR DB M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATESDATE: 07/06/22 COMCAST (952) 607 4078 DULY RFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 JOB NUMBER: 2112 ENGINEEi LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C35 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q C o n s u l t i n Engineer S STORM DETAILS 800-252-1166 051-454-0002 DATE REG. N0. FI LE: 37—1 - 135 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC CBMH 51 PROPOSED GRADE RE=940.82 CBMH 60 CBMH 61 CBMH 62 IE=929.18 S RE=940.12 RE=940.4 RE=940.32 IE=929.18 E IE=929.97 W) IE=930.12 (NW) IE=930.25 W)) CBMH 64 IE=929.18 W IE=929.97 SE) IE=930.12 E) IE=930.25 (NE) RE=939.56 IE=929.97 N) IE=931.65 (W) n IE=931.65 (N) 940 940 9Q RE "946_ 04 0 20 40 80 IE=930.41 SW) , IE=930.41 E) FEET 63 00 EXISTING GRADE � � n 935 935 \ 931 - - 930 - n « 931 <CBMH 4 CBWW 433- 930 276 LF 12 RCP 0 0.45% SAN MH 930 160 LF 18" RCP 0 0.49% 37 LF 15" RCP 0 35 LF 12" RCP 0 0.44% 30 LF 15" RCP 0 0.43% 61+0 29 93 925 925 9� 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � PROPOSED GRADE ti CB 46 RE=943.76 PROPOSE GRADE CBMH /, 945 CBMH 4543 IE=929.78 (W) 945 CBMH 45 ^ C 46 ( IE=929.65 (N) RE=943.48 N I I z IE=929.65 E IE=929.65 945 IE=929.65 �E� 14 9457/ 61 l PROPOSE GRADE N �o / \ CBMH 42 << < << < < RE=942.84 CB 65 FRE=939.56 BMH 64 SAN M 3 940 940 IE=928.96 W RE=939.56 IE=928.96 E IE=931.78 S =931.65 WIE=928.96 S 940 ( ) =931.65 N 940 940 940 d EXISTING GRADE J 935 935 EXISTING GRADE i 935 935 935 935 EXISTING GRADE 930 930 30 LF 12" RCP 0 0.43% 32 LF 12" RCP 0 0.41% 930 930 930 930 -1+00 0+00 1+00 40 LF 12" RCP 0 0.497. 925 1 1 1 1 925 -1+00 0+00 1+00 925 1 1 1 1 1 1 1 925 - 61+00 62+00 63+00 64+00 - v V V - - - 93 ,942 �\ 1 942 CBMH 67 >> >> CBMH 66 CB 65 < -� < < -< < - < < < < o < < < 0 934 CD mm SAN MH 26 0 0 0 0 BMH 51 I CBMH 60 CBMH 63 \ \ CBMH 64 V I I \� \' V _ CBMH 61 CBMH 62194 \ \ \ 9 9 V `4 64 00 ^ \ V \ v n V - UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 STORM5 PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI Mr E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 my ND COMCAST (952) 607 4078 DULY ERSSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C36 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s STO RM DETAILS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 136 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC --------- EXISTING GRADE 940 SAN MH 25 RE=938.75 SAN MH 23 E=938.1 1 STA=14+63 SANMH 22 RE= 37.37 TA=13+99 SAN MH. 8 STA= 3+34, 0.0' SAN MH 21 RE=STA=12+ 2 RE=935.63 SAN NH 20 \ STA=12+05, .(OY RE=9 4.57 9,35 STA=1 +30, 0.0' RT — — — — 399 LF 8" PVC SAN 0 0.4,07o 930 65 8" PVC SAN ® 076 175 LF 1 PVC SAN ® .287o 6 F 8 63 F 8" PVC SAN 0 QNV 929.93 62 LF 8" PV SAN 0 O0=7- 29.22 NW) NV=929.58 (NW INV=930.03 �WE� INV=928. 8 (N) INV= 29.32 �SE) NV=929.68 E) INV=928.51 INV=928. 8 SE) INV=9 7.92 (W_) INV=928.61 INV=9 8.02 (S) 925 10+00 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 936 QL < SAN MH 20 —_-_ '934 I `I �-- —� 934 — 147 — — —934 — \ \ oo << ^ "- 934 — n A35r — \ — 933 — \ I \ \ —934— C0 932 ` �, I n \� I —933 \ - SAI M 1 J FES 76 030 56 ^ "' 33 � 34 �— SAN MH 22 _ CBMH 55 r 32 ook I r CB 8 � 2� � I I W J I \ BMH 54 r \ \ M iil SAN MH 25 J M 5 <'�— < —� < < < �o< < < o \ — — \ C MH 52 \ \ CBMH 51 M M M \ — \ v I 0 20 40 80 \ V FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 STORM6 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C37 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s STO RM DETAILS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37—1 - 137 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC PROPOSED 37RADE SAN MH 26 RE=940.51 SAN MH 27 STA=18+62 RE=940.00 SAN MH 25 STA=21 +59 RE=938.75 SAN MH 23 E=938.1 1 STA=14+63 SAN MH 22 RE= 37.37 TA=13+99 RE=936. 8 STA= 3+34, 0.0 EXISTING GRADE STA=12+72 .0' \ / 297 LF 8" VC SAN 0 399 LF 8" PVC SAN 0 0.4.0% 0 INV=932.92 W) 65 8" PVC SAN 0 00 INV=931 .63 W 63 LF 8" PVC SAN 0 p 40% INV-931 .73 S 62 LF 8" pvc, SAN 0 0.440% NV=929.58 NW NV=928.58 �N)) W (W� INV= 29.22 NW) NV=929.68 E INV=930.03INV=928. 8 SEE INV= 29.32 �SE) ) 13+00 14+00 15+00 1 6+00 17+00 18+00 19+00 20+00 21 +00 22+00 \ r 32 0° I v 2 CB 8 IP74 I J v BMH 54 \ I > CBMH 67 > MH 24 SAN MH M 5 F--< 934 / C MH 52 \ \ CBMH 51 CBM M ? M \ V — y� Gr I 93 / 944 I � FES PROPOSED GRADE CB 65 CBMH 64 CB 65 II I'V RE=939.56RE=939.56 I� 6 5 �W CD 940 IE=931.78 (S) IE=931.65 N� 940 o I ; I r I \ I \ J I I I CBMH 64 I � 935 935 \ I w I FE EXISTING GRADE � 6' I I I� 0 20 40 80FEET �I I _ 143 0 LF 12" RCP 00.43% 930 930 -1+00 0+00 1+00 1 _ UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 STORM? CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTRPARED6 M ;��Ej AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER NALRFC ENGINEERING , INMY ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS �Irk Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEi WLAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C38 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer sSTORM DETAILS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37—1 - 138 [DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC CBMH I I ) \ C 46 ( F/ L 61 I SAN 3 7 MH 93 91 00 � \ FES 94 cp CAco I I rn I I I � I I MH 93 RE=937.00 IE=930.15 W EXISTING GRADE MH 91 IE=930.15 E RE=934.00 PROPOSED GRADE IE=929.21 (W) 935 IE=929.21 (E) 935 FES 94 IE=933.02 (W) FES 90 / 185 LF 18" RCP 0 1.55% 930 IE=929.00 (E) 930 78 LF 24" RCP 0 0.26% 376 LF 24" RCP 0 0.25% 925 1 1 1 1 925 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 0 20 40 80 FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 STORM8 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI Mr E T AM A Ham Lake, MN 55304 MY GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ND SSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C39 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s STORM DETAILS800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37—1 - 139 \ 00 co rn UTI LITI ES 7-L O0 1 - 6"22. BEN INSTALL 11YRANT 101q 363 6" DIP \ CL T RMAI NIS A 9P�93 52 CL TERMAIN 1 . PROJECT SPECIFICATIONS PER CITY OF / - 14 LF " DIP 52 CL ATERMAIN iuuuuuuuuuui 2 - 6" GATE VALVE /BOX HUGO, MINNESOTA ENGINEERING SERVICES 1 22. B ND 1 - 6' ATE VALVE /BOX DIVISION STANDARD DETAIL SPECIFICATIONS WO 43 LF 6" DI s / MH 23 2021 , THE 2020 EDITION OF THE LFE = 93� CL ATE DIN �, M I MINNESOTA DEPARTMENT OF 7 �� N MIS38 LF > SA MH 2 FOR TRANCONSTRUIpCTION"TA2DpA$D MINNESOTA TIONS 1 1 - 6" 2 5° B D \ 52 CL A RMAI o 0 0 1 43 L 6 DIP MH 3 134TH STREtTN CEAMPLUMB STANDARD ING � SPECIFICATIONS TEN STATE STANDARDS, p 52 CL WA ERMAIN _ - - - - EDITION, AND THE MINNESOTA DEPARTMENT 94 E M \ CBMH 25 INV-E = 929.47 CBMH 2 C MH 21 OF HEALTH SHALL APPLY, UNLESS 1 - 22�5° BEND CBM INV-W = 929.57 SA LF 8 PVC SDR 5 SANITARY SEWER 00 t5 OTHERWISE NOTED. 3! �,� 2. THE CONTRACTOR SHALL VERIFY LOCATIONS \ / 77 S NITARY SEWER I � - 06 `r? AND ELEVATIONS OF ALL UNDERGROUND M H 6 % TF-- oo F �o °O UTILITIES AND CONNECTION POINTS WITH RIM _1939.58 \ 4 � 1M 4 9 8 99 n n ,ri n n n RESPECTIVE UTILITY COMPANIES CITY INV NE 930.24 F � I STATE, AND COUNTIES, PRIOR TO INV-S = 930.34 \ 2� INV-E = 29.73 I I I __ I I CONSTRUCTION. �7 LF 6 DIP \ \ NV�W'- 3 I GFE - I GFE - 3. THE CONTRACTOR SHALL KEEP ACCURATE 52 CJ WATERMAIN N 6 /\�Q 9 2.9 I 9 2E7 I 9 0 7 GFE - = - AND COMPLETE RECORDS OF GFE = 940.7 940.7 940.7 UNDERGROUND WORK INSTALLED AS WELL GFE _ 942.1 943.9 AS NOTES ON EXISTING UTILITIES 1 - 6" 22�5° BEND LIFE = 934.2 I 33 0 MH 3 8" PVC SDF 35 ENCOUNTERED. THE CONTRACTOR SHALL RIM 3 9 I LFE = 935.0 LFE = 932.8 LFE = 932.8 LFE = 932.8 FE = 932.8 LFE = 932. SUBMIT RECORD DRAWINGS CLEARLY INV- = 929.98 NITARY SEWER INDICATING INFORMATION FOR ALL UTILITIES. .70 S N IN�-S = 930.08 I I I I I LOCATION TIES SHALL BE PERMANENT WO 6 LFE = 936.0 I 12 I I I LANDMARKS OR STRUCTURES. 13 WO WO 11 1 0 Wp Wp 9 WO 4. THE CONTRACTOR SHALL COORDINATE WITH � J WO yyp THE CITY OF HUGO UTILITY DEPARTMENT MH 7 I I FOR UTILITY DISRUPTION AND ANY RIM = 9319.98 3� LF 8" VISS35 TEMPORARY WATER REQUIREMENTS AND INV-N = 930.50 - - - SANITARY S WEIR I I I 5. TEST INV-S = 930.60 ALL WATER SERVICES INCLUDE 1 " - - - - - - - 3 LF 8" PVC-SDR-35 CORPORATE SADDLE, CURB STOP, AND BOX. SMITAR�SEWEF� J I I I I INSTALL CURB STOP AT RIGHT-OF-WAY. _ - _J 6 SANITARYALL ITARY WYE.�INSTALL TERALS IMARKDER BOARDF I LFE - 934.2 I rn LFE = 934.7 � AT END OF LATERAL. P - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7. A CITY APPROVED DEWATERING/PUMPING „V >I- - v PLAN IS REQUIRED PRIOR TO ANY PUMPING 1 INSTALL 8x8x8 TEE ACTIVITY. NOTIFY CITY OF HUGO WO 5 32 < 4 r INSTALL 2 - 8" TO 6" REDUCER ENGINEERING DEPT. PRIOR TO BEGINNING GFE = n 15 WO ON EAST & WEST RUN ANY PUMPING ACTIVITY. 942.1 �,JVVJ I - v GFE = I 942.E 4.3% I FED 20 MH 2 - RIM 938.83 Ali - - - - - INV N 927.83 C INV-W = 927.93 INV-E = 927.93 1 LFE = 934.5 - LFE = 934.9 - I 0 15 30 60 WO 4 GFE = 214 LF 8" PVC SDR 35 FEET 1 942.4 16 WO GFE _ 1 - 942.8 270 LF 6" DIP 4.4% 31 00 5 CL WATER - - -L----j 0 LATERAL ELEVATION AT RIGHT OF LATERAL ELEVATION AT RIGHT OF OH g - I - WAY/EASEMENT BLOCK 1 WAY/EASEMENT BLOCK 2 RIM = 94P.28 - - - - - INV-N = 931.45 45 LFE = 935.0 LOT MIN MAX LOT MIN MAX INV-SE = 9 .55 «� > MH 8 1 „� C 4" 1 LFE = 936.1 Z I 11 929.58 930.73 1 933.68 933.89 1 I rn WO 942E9 1'' � \ \ 12 929.89 930.73 2 933.47 933.70 1 17 WO 13 930.20 932.93 3 932.74 932.93 7.4% 1 68 LF 8' VC R 5 GFE = 1 - 11.25° BEN / SANITARY EWE 1944.0 14 931.00 933.72 4 932.26 932.43 SAN MH 9 0.8� I 15 931.99 932.21 5 931.95 932.13 170 LF 6 of DI 52 $L WATERMAI - - - - -� 16 932.24 932.41 6 931.73 931.93 1\' - _ _ 17 933.47 933.72 7 931.21 931.38 _ 8 930.97 931.24 LFE = 935.9 \ n ) FES 1 9 930.51 931.93 GFE = \ 10 930.20 931.93 2 943.8 MH 9 RIM = 939.67 11 929.92 931.92 INV-NW = 931 WO / \ J` 12 929.58 931.93 FINISH GROUND INSTALL RAN ELEVATION D940 0 1 - 6" GATE VALVE W/BOX / GFE = 944.2 LFE = 936.3 / WO UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 UTILITYI CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 / /SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C40 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SUTILITY PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 140 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC UTILITIES EXISTING 8" DIP WATERMAIN 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS MH 1 2021, THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF RIM = 933.50 TRANSPORTATION "STANDARD SPECIFICATIONS INV-W = 926.77 FOR CONSTRUCTION", 2018 MINNESOTA INV-S = 926.87 PLUMBING CODE, TEN STATE STANDARDS, CEAM STANDARD SPECIFICATIONS 2018 EDITION, AND THE MINNESOTA DEPARTMENT OF HEALTH SHALL APPLY, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY LOCATIONS I AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTS WITH RESPECTIVE UTILITY COMPANIES, CITY, l5 I STATE, AND COUNTIES, PRIOR TO CONSTRUCTION. r l I I I I I 3. THE CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF I I I I I UNDERGROUND WORK INSTALLED AS WELL Z AS NOTES ON EXISTING UTILITIES I v ENCOUNTERED. THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS CLEARLY I INDICATING INFORMATION FOR ALL UTILITIES. LOCATION TIES SHALL BE PERMANENT C I I I I I LANDMARKS OR STRUCTURES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF HUGO UTILITY DEPARTMENT I I I REMOVE CAP FOR UTILITY DISRUPTION AND ANY TEMPORARY WATER REQUIREMENTS AND C CONNECT TO EXISTING 8" DIP WA ERMAIN TESTING. I I - INVERT 927.4 5. ALL WATER SERVICES INCLUDE 1 " VERIFY IN FIELD I I I I I CORPORATE SADDLE, CURB STOP, AND BOX. INSTALL CURB STOP AT RIGHT-OF-WAY. 345 LF 10" PVC SDR 35 I I I I 6. ALL SANITARY LATERALS INCLUDE 8"X4" SANITARY SEWER 00 Z5 SANITARY WYE. INSTALL MARKER BOARD - - I - - - AT END OF LATERAL. - - - - - - - - - - - - - 7. A CITY APPROVED DEWATERING/PU M PING PLAN IS REQUIRED PRIOR TO ANY PUMPING CBMH 34 ACTIVITY. NOTIFY CITY OF HUGO I / \ ENGINEERING PUMPINGDACTIVITY PRIOR TO BEGINNING CB 35 ANY -FES-3 I I 7 / FT -7 F171 LF 8 DIP 7 � 52 CL WATERMAIN I L LIFE = 934.0 / \ LIFE = 934.0 I I WO E = 934.0 LFE = 934.0 LFE = 934.0 LFE = 934.0 WC WO I WO I WO WO I I I I 3 I 2 GFE 11 12 I 13 I I I 1 I 941.9 / / LFE = WO \ \ - I G GFE = I I 41E9 933.0 \ GFE = GFE = 941.9 941.9 00 �5 941.9 I I / / /\ \ \ 0 15 30 60 - I I � \ FEET GFE _ 363 LF 6" IP I _ 940.9 \ 52 CL WAT MAIN CB H 24 CBMH 32Lv o q - oo - CL WATE STALL11 TEE AllIuuuuuuuuuul L PINSTALL 8" TO 6" REDUCER / Mr ; . 11 ON EAST & EST RUN v i INSTALL HY RANT I LATERAL ELEVATION AT RIGHT OF I I FE _ H GRO�IND ELEVATI N 939. WAY/EASEMENT BLOCK 1 �V SA MH 2 0 941.2 LF DIP 52 CLI WAT RMAIN I I 1 4TH It N41, I LOT MIN MAX 2 - 6" 45° ND V � N MH 1 � 4' 4. % � I 1 929.32 931.91 CBMH 22 BM 21 234 F 8" F VC SDR 35 n \ LFE = I 0 SANI A Y SEWER � 4" 933.3 I 2 929.68 931.69 bRz WOco I I �o - 1 6" ATE N VE /130 C 3 930.43 931.86 386 LF ' PVC SDR 35 -� MH 0 - \ I 4 930.66 930.89 SANITARY SEWER M - 39. I QIN V-W 928.86 \ \ I 5 930.78 931.12 GFE = I GFI = GFE _ GFE = I GFE = I \ /\ \ \ I 940.7 940.7 940.7 940.7 940.7 \ \ 6 930.62 930.87 \ \ \ \\ I 7 930.34 930.67 LFE 932.8 940 9 - . = . - . = .LIFE \ GFE = I I I \ \ \ I 8 929.57 930.73 I I J I 9 H 2 I 8 I I I940.7 �I I 9 929.14 930.73* 36.77 LIFE = 933.012 WO INV N - 97.83 1O WO 9WO97.93 10 929.08 930.73INV+� wo INV 017.93 2 - 6" GATE VALVE W BO I I I I I 6 WO / / WO I I LIFE = 932.8 LATERAL ELEVATION AT RIGHT OF � I I I I / / WAY/EASEMENT BLOCK 2 - - - - - - - - - - - - - - - - - - - - � III / / LOT MIN MAX 13 929.28 931.93 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 UTILITY2 PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI Mr E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 my ND COMCAST (952) 607 4078 DULY ERSSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C 41 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s UTI LITY PLAN800-252-1166 651-454-0002 I , DATE REG. N0. FILE: 37-1 - 141 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC EXISTING MH 20 UTILITIES RIM = 934.57 1 . PROJECT SPECIFICATIONS PER CITY OF INV-W = 927.92 LATERAL ELEVATION AT RIGHT OF HUGO, MINNESOTA ENGINEERING SERVICES INV-S = 928.02 < < EXISTING 8" DIP WATERMAIN - - - - - - DIVISION STANDARD DETAIL SPECIFICATIONS WAY/EASEMENT BLOCK 4 2021 , THE 2020 EDITION OF THE 175 LF 10" PVC SDR 35 MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS SANITARY SEWER / LOT MIN MAX FOR CONSTRUCTION", 2018 MINNESOTA / \ I 1 930.46 932.82 PLUMBING CODE, TEN STATE STANDARDS, \ CEAM STANDARD SPECIFICATIONS 2018 rn - I EDITION, AND THE MINNESOTA DEPARTMENT 2 931.44 932.13 OF HEALTH SHALL APPLY, UNLESS Z OTHERWISE NOTED. 3 931.74 932.23 2. THE CONTRACTOR SHALL VERIFY LOCATIONS rn \ AND ELEVATIONS OF ALL UNDERGROUND C _ I I \ 4 932.06 932.43 UTILITIES AND CONNECTION POINTS WITH RESPECTIVE UTILITY COMPANIES, CITY, a I I I 5 932.38 932.53 STATE, AND COUNTIES, PRIOR TO CONSTRUCTION. - REMOVE CAP 6 932.68 932.83 3. THE CONTRACTOR SHALL KEEP ACCURATE CONNECT TO EXISTING WATERM IN AND COMPLETE RECORDS OF I INVERT 928.3 \C UNDERGROUND WORK INSTALLED AS WELL( VERIFY IN FIELD \ 7 933.14 933.33 AS NOTES ON EXISTING UTILITIES M I I ENCOUNTERED. THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS CLEARLY I Z ( I I I INDICATING INFORMATION FOR ALL UTILITIES. C LOCATION TIES SHALL BE PERMANENT 10 LF DIP \ LANDMARKS OR STRUCTURES. M - 52 CL ATERMAIN \ 4. THE CONTRACTOR SHALL COORDINATE WITH LATERAL ELEVATION AT RIGHT OF THE CITY OF HUGO UTILITY DEPARTMENT Z 1 - 8" 11.25°I BEND I WAY/EASEMENT BLOCK 3 FOR UTILITY DISRUPTION AND ANY TEMPORARY WATER REQUIREMENTS AND I I TESTING. MH 21 68 DIP 52 CL WATERMAIN LOT MIN MAX 5. ALL WATER SERVICES INCLUDE 1 " RIM = 935.59 \ CORPORATE SADDLE, CURB STOP, AND BOX. INV-N = 928.51 \ INSTALL CURB STOP AT RIGHT-OF-WAY. 1 - 8 INV-S = 928.61 „ 22.5° BEND 1 929.86 930.75 6. ALL SANITARY LATERALS INCLUDE 8"X4" - - - - - - - - - - - - 2 930.18 930.74 SANITARY WYE. INSTALL MARKER BOARD - - - - - - - - - - - - - AT END OF LATERAL. 7. A CITY APPROVED DEWATERING/PUMPING 67 LF 8" PVC SDR 35 I C F PLAN IS REQUIRED PRIOR TO ANY PUMPING _SANITARY SEWER 58 LF 8" DIP 52 CL WATERMAIN ACTIVITY. NOTIFY CITY OF HUGO MH 56 v ' 6 1 - 8" 22.5° BEND -1 F -1 F -1 F ( F -1 F ENGINEERING DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. � > _ L I I I FES 68I I 1 - 8x8x8 TEE 1 - 8 GATE V ny WO 1 n 60 LF 8" DIP 5 CL WATERMAIN LFE = 934.90 LFE = 932.8 GFE _ \ LFE =934.2 LFE = 934.3 LFE = 934.5 LFE = 934.6 LFE = 934.9 LFE = 935.4 940.7 a g% \ \ WO I I WO I WO I WO I WO CB 55 1 I We I I We I \ 1 - 8" 2 END 2 3 4 " 5 6 I 7 I 0 15 30 60 GFE _ FEET 942.9 GFE = 942.1 GFE = 942.2 GFE = 942.4 GFE = 942.5 GFE = 942.8 GFE = 943.3 GFE MH 22 66 LF DIP 52 CL WA rERMAIN RIM = 936 48 - IV � V IINV-S = 928 9�/ "� \ r CB 5 \� 1 ND WO 2 � I I I I I I 02 LF 8" DIP 52 ,pL WATERMAIN t n ^ 0) Lrn Lv, L L. LATERAL ELEVATION AT RIGHT OF LFE = 932.8 Ln V �- AL YDR NT 37 8 DI � H 2 00 - -1 L cn WAY/EASEMENT BLOCK 6 1% FI I H GROUN ELE ION 9 .50 52 L WATER AIN ° ° GFE = C 54 _ x8x8-7E RIM = 40.5 )OIL 940.7 r 1 - 8" GATE VALV W/BOX CBMH 67 INVJ(EE 1 CBM uuuuu LOT MIN MAX 1 F 8" DIP 52 C WATERMAIN INV-S = 31. T j- 62 LF 8" PVC SDR 35 c 5 932.43 932.63 SANITARY SEWER \ CBMH 5 < 6 932.08 932.53 - - - - - - - - - 134TH STRE N - 7 931.74 932.33 MH 23 -_- RIM = 937.37 CBMH 60 8 931.45 932.33 INV-N = 929.22 MH 52 CBMH 51 399 LF V SDR 35 CBMH 63 INV-E = 929.32 ° SANITA S W R 2 - 6 GATE VALVES W/° X 9 931.14 932.33 b� N �, 2 - 6 U=b� N _ ON EAT & SOU H RUN �� CB H 61 BE ORE ATE VA VES 65 LF 8" PVC SDR 35 H 24 CBMH 62 1 SANITARY SEWER RIM = 938.1 I - - _ V 4 INV-NW = 929.5 I I I 00 LF 8" PVC DR 35 INV-E = 929.E I I GFE = 942.3 I GFE = 942.3 GFE = 942.5 SANITARYI SE ER I I GFE = 942.3 LFE = 934.4 I GFE = 942.6 GFE = 943.2 I GFE SANITA Y SE E LFE = 934.4 LFE = 935.3 LFE = 934.4 LFE = 934.6 LFE = 934.6 415 LF 6" DIP I I I MATCH LI I I 52 CL WATERMAIN I LATERAL ELEVATION AT RIGHT OF WAY/EASEMENT BLOCK 5 RII� = 93 I 9 I 8 I 7 I � I INV-W = 6 v LO LOT MIN MAX 92��9 WO WO WO I - I 4 INV-E - 930.0 WO LO Z 4 933.00 933.23 O GFE _ / 943.9 GFE _ / -936.0 943.8 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 UTILITY3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 / /SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C42 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer SUTILITY PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 142 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC II I I I I I I I I I i UTILITIES ,;I-:: 4-:: "t:: zd-::L FES 71 � 1. PROJECT SPECIFICATIONS PER CITY OF v v o v v� cn v �, v v �� y r o - HUGO, MINNESOTA ENGINEERING SERVICES L 00 �, 349 6 DI C DIVISION STANDARD DETAIL SPECIFICATIONS 5 CL ERMAI I ; I 2021, THE 2020 EDITION OF THE > uuuuuul MINNESOTA DEPARTMENT OF CBMH 67 > WSTAL� HYRAN1f >> CBMH 66 FINISH AGROUND ELEVATION 939.02 TRANSPORTATION "STANDARD SPECIFICATIONS CB 5 v 1 - 6"1 AGATE VALVE W/BOX FOR CONSTRUCTION", 2018 MINNESOTA 1 LF �6 DIP 5 CL WATERMAIN PLUMBING CODE, TEN STATE STANDARDS, E 1, CEAM STANDARD SPECIFICATIONS 2018 < E _ 2 - 6 45' BE DS EDITION, AND THE MINNESOTA DEPARTMENT 134TH STREET N - OF HEALTH SHALL APPLY, UNLESS I v I � I OTHERWISE NOTED. NEEL_ �' 2. THE CONTRACTOR SHALL VERIFY LOCATIONS CBMH 51 CBMH 60 CBMH 64 I AND ELEVATIONS OF ALL UNDERGROUND CBMH 63 273 LF " PVC S R 3 UTILITIES AND CONNECTION POINTS WITH fBMH SANITAR SEWER� MH 27 RESPECTIVE UTILITY COMPANIES, CITY, cv00 RIM = 940.75 v STATE, AND COUNTIES, PRIOR TO N - INV-W = 932 82 CONSTRUCTION. � ^ ^ GCB H 61 �^ ^ ^ I I 3. THE CONTRACTOR SHALL KEEP ACCURATE 4 a � I I AND COMPLETE RECORDS OF UNDERGROUND WORK INSTALLED AS WELL AS NOTES ON EXISTING UTILITIES 942.3 I GFE = 942.3 GFE = 942.5 I GFE = 942.6 GFE = 943.2 I GFE = 943.6I GFE = 943.9 IENCOUNTERED. THE CONTRACTOR SHALL A GFE = 944.9 I FES 70 i SUBMIT RECORD DRAWINGS CLEARLY i INDICATING INFORMATION FOR ALL UTILITIES. LIFE = 934.4 LIFE = 935.3 I I I LOCATION TIES SHALL BE PERMANENT LIFE - 934.4 LIFE - 934.6 LIFE - 934.6 LIFE - 935.7 LIFE = 937.0 I i I i I LANDMARKS OR STRUCTURES. I I I I I I I I i I 4 CONTRACTORTHE SHALL WITH THE CITY OFHUGO UTILITY DEPARTMENT FOR UTILITY DISRUPTION AND ANY 8 I 7 I I I WO I WO i TEMPORARY WATER REQUIREMENTS AND 6 53WO2 1 �n WO WO I I 4 i TESTING. WO LO LO LFE = 936.0 5. ALL WATER SERVICES INCLUDE CORPORATE SADDLE, CURB STOP, AND BOX. INSTALL CURB STOP AT RIGHT-OF-WAY. I 6. ALL SANITARY LATERALS INCLUDE 8"X4"I I I I I I SANITARY WYE. INSTALL MARKER BOARD rn I I I AT END OF LATERAL. Z 392 LF 6" DIP I 7. A CITY APPROVED DEWATERING/PU M PING 52 CL WATERMAIN , , PLAN IS REQUIRED PRIOR TO ANY PUMPING J rn -J I I I ACTIVITY. NOTIFY CITY OF HUGO ENGINEERING DEPT. PRIOR TO BEGINNING - - - - - - - - - - � - - - - - - W_ - - I i I ANY PUMPING ACTIVITY. a � I GFE = 943.9 0 GFE = O 943.8 LIFE = 936.0 4.4% C 4.2 0 W0 4 5 WO ' I ' 0 15 30 60 " LIFE = 935.9 / FEET v* L - J � - L T PON Z_ 266 LF 8" PVC SDR 35 LATERAL ELEVATION AT RIGHT OF CBM 41 V �� ��-<4 < - - - - - - - - - WAY/EASEMENT BLOCK 6 CB H 4 CBMH 43 LZ I F GFE _ GFE = LOT MIN MAX I 944.E � 944.3 \ FES 40 �������� LIFE = 936.7 1 934.72 934.90 2. u RIM = 942�87 2 934.63 935.03 INV-N = P3217 I 3 934.14 934.35 LATERAL ELEVATION AT RIGHT OF W0 3 " L -_ 4NVl� 93 .8 I 4>, LIFE = 936.4 6 WO WAY/EASEMENT BLOCK 5 I 54' LF 8" RVC SDR 35 I 4 933.71 933.93 SANITARY EWER LOT MIN MAX _ _ MH 9 _ RIM - 943 40 - - - - - - - - - - - 1 933.93 934.05 INV-N 93 .10 2 933.75 933.93 GFE _ ' 945.0 GFE = 3 933.45 933.63 946.4 / WO B 4 LIFE = 938.5 2. 0 5.5% uuuuuulluuul 4 933.00 933.23 / CB 4 �� °I 5 933.69 933.83 2 125 LF 8 VC SDR 35 WO I LIFE - 937.1 SANI RY SEWER/ ^ INSTALL H DRANT 7 1 u FINISH GRO ND ELEVATION 941.1 LATERAL ELEVATION AT RIGHT OF 6 934.06 934.24 / 1 - 6" GA E VALVE W/BOX I WAY/EASEMENT BLOCK 4 / 1 - 6x6x6 TEE 7 934.49 936.12 � - J � � � 15 LF 6" D LOT MIN MAX 8 934.64 934.83 LL MH MH -33 8 933.44 933.63 / 91 FES 94 g 933.76 933.93 z / GFE = GFE = / 945.9 I ' 945.4 61 F 6" DIP10 933.93 934.05 � W° 1 9.9% 7.0% 52 CL WATE MAIN M 30 I 8 WO / LIFE = 938.0 RIM 9 3. 3 INSTALL CURBS P INV-N = 9 3.7 LIFE = 937.5 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 UTILITY4 PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI Mr E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 my ND COMCAST (952) 607 4078 DULY ERSSIONAL RFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE r T! ? LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C43 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Consulting Engineer S UTILITY PLAN 800-252-1166 651-454-0002 DATE REG. NO. FI LE: 37-1 - 143 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 00+L9 UTILITIES I I I I 1. PROJECT SPECIFICATIONS PER CITY OF HUGO, MINNESOTA ENGINEERING SERVICES DIVISION STANDARD DETAIL SPECIFICATIONS I - I 2021, THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF I I I I I I I I I I I I TRANSPORTATION "STANDARD SPECIFICATIONS PLUMB NGSTRUCT CODEIpTEN SOTATEMINNESOTA STANDARDS, CEAM STANDARD SPECIFICATIONS 2018 I EDITION, AND THE MINNESOTA DEPARTMENT 9 OF HEALTH SHALL APPLY, UNLESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND \ UTILITIES AND CONNECTION POINTS WITH F7_ 17 7 \ RESPECTIVE UTILITY COMPANIES, CITY, FF_\ I I F I F I I LFE=934.0 LFE=934.0 STATE, AND COUNTIES, PRIOR TO / ILFE=934.0 FE=934.0 LFE=934.0 LFE=934.0 LFE=934.0 LFE=934.0 I WO I I WO CONSTRUCTION. 3. THE CONTRACTOR SHALL KEEP ACCURATE WO WO yip WO Wp I WO I /// \ AND COMPLETE RECORDS OF ^ 2 I GFE= / \ UNDERGROUND WORK INSTALLED AS WELL / LFE=933.7 WO 9 I 10 11 12 13 I I 1 �� 941.9 `\ a«JJ/ FE= LFE_ I \ GFE GFE GFE= 41'9 I 933.0 4 WO � � \ AS NOTES ON EXISTING UTILITIES GFE= GFE= GFE= 941.9 I 941.9 I GFE I 941.9 I 941.9 S 941.9 ENCOUNTERED. THE CONTRACTOR SHALL FE= I I I I J IRR A IO __ I / GFE= 4SUBMIT RECORD DRAWINGS CLEARLY 9416 I 940.9 \\ INDICATING INFORMATION FOR ALL UTILITIES. / CL T P �oUl � \ NORTH LOCATION TIES SHALL BE PERMANENT �/ i LANDMARKS OR STRUCTURES. / \ / ire- i I I i i I I IFS i I i i Ahm 4. THE CONTRACTOR SHALL COORDINATE WITH _ \ I �� // I POND7 THE CITY OF HUGO UTILITY DEPARTMENT FOR UTILITY DISRUPTION AND ANY 7 LFE w w w �, , 0 LF 6 SCH 80 FE= ' TEMPORARY WATER REQUIREMENTS AND > -� - - - +- o - 94,2 I ' TESTING. WO o 0 0 0 uOURTo 1% I 5. ALL WATER SERVICES INCLUDE 1 " FE= CORPORATE SADDLE, CURB STOP, AND BOX. 941.E \ / LFE 00 49 / 933.3 w0 I I INSTALL CURB STOP AT RIGHT-OF-WAY. / 4 In 06 5 6. ALL SANITARY LATERALS INCLUDE 8"X4" SANITARY WYE. INSTALL MARKER BOARD F T F F I vTP I \ 1 AT END OF LATERAL. GFE I - GFE I - GFE I - I GFE - �\ I I 7. A CITY APPROVED DEWATERING/PU M PING 942.9 940.7 940.7 GFE= GFE= 940.7 GFE= _ / / GFE= I I I 940.7 940.7 I PLAN IS REQUIRED PRIOR TO ANY PUMPING 942.1 � 943.9 GFE ACTIVITY. NOTIFY CITY OF HUGO FE=934.2 .33+00 / GFE= rs4o.s ENGINEERING DEPT. PRIOR TO BEGINNING I LFE=935.0 LFE=932.8 LFE=932.8 LFE-932.8 FE=932.8 LFE=932.8 \ \\ \ ^ 4 I 940.7 \� ANY PUMPING ACTIVITY. WO V - - LFE=936.0 1 3 12 F 1 1 Q I LFE=933.0 / WO WO WO 10 V WO 8 WO WO I I 14 wo I I I I 713 L I I wo JI L JIL I IL J I J I FE=932usp I // LFE=934.2 I L LFE=934.7Ile 5 GFE= 3 15 w0 942.1 L TGFE= 942.6 I 145 LF 6' CH 80 - _ 0 25 50 100 7- _ - _ - FEET LFE=934.5 F_ - MANHOLE/PUMP HOUSE LFE=934.9 w04 GFE= 16 wo 942.4 GFE_ 942.8 4.4 si 00 37% WEST N D LFE=935.0 1 7 0,- I \ - - 7 LFE=936.1 WO GFE 3 942.9 - \ 17 WO IRRI TION GFE= 7.4 CLEA OUT (TYP) 944.0 LFE=935.9 0 GFE- 1 2 WO 943.8 GFE 944.2 x�LFE=936.3 1 / - /� WO / -'� OUTLOT UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 IRR 1 PRECENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI Mr ERX T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 my ND COMCAST (763) 323 4268 DULY ERSSIONAL RFC ENGINEERING , INC ■ HUGO, MNOOPaBs STATB CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C44 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s IRRIG ATION PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 144 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC UTILITIES 1. PROJECT SPECIFICATIONS PER CITY OF \ \ HUGO, MINNESOTA ENGINEERING SERVICES ® - - DIVISION STANDARD DETAIL SPECIFICATIONS T 2021, THE 2020 EDITION OF THE / \ MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS \ FOR CONSTRUCTION", 2018 MINNESOTA Z \ \ PLUMBING CODE, TEN STATE STANDARDS, M I CEAM STANDARD SPECIFICATIONS 2018 EDITION, AND THE MINNESOTA DEPARTMENT C I I I \ I I OF HEALTH SHALL APPLY, UNLESS I \ I OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY LOCATIONS \ AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND CONNECTION POINTS WITH RESPECTIVE UTILITY COMPANIES, CITY, IRRIGATION LINE I _ I I STATE, AND COUNTIES, PRIOR TO M I I I CONSTRUCTION. ICLEANOUT (TYP) I IRRIGATIOA LINE I \ I 3. THE CONTRACTOR SHALL KEEP ACCURATE CLEANOUTI (TYP) AND COMPLETE RECORDS OF \ UNDERGROUND WORK INSTALLED AS WELL - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - AS NOTES ON EXISTING UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS CLEARLY F- T INDICATING INFORMATION FOR ALL UTILITIES. LOCATION TIES SHALL BE PERMANENT 3 1 LF 6" SCH 80 I I I I I I I I LANDMARKS OR STRUCTURES. 4. THE CONTRACTOR SHALL COORDINATE WITH W01 I I I I I I I I I THE CITY OF HUGO UTILITY DEPARTMENT LFE=934.90 I I LFE 935.4 LFE 935.7 LFE 936.0 FOR UTILITY DISRUPTION AND ANY LFE=932.8 GFE= WO LFE=934.2 LFE=934.3 LFE=934.5 LFE=934.6 LFE=934.9 = = = LFE=936.8 9407 \ 1 WO WO WO WO WO WO WO WO WO TEMPORARY WATER REQUIREMENTS AND GFE= 2 3 7 8 9 10 I IRRIGATION LINE 5. ALL WATER SERVICES INCLUDE 1 " 942.9 GFE=942.1 GFE=942.2 GFE=942.4 GFE=942.5 GFE=942.8 GFE=943.3 GFE=943.6 GFE=943.9 I CLEANOUT (TYP) CORPORATE SADDLE, CURB STOP, AND BOX. V I I I I I GFE=944.7 INSTALL CURB STOP AT RIGHT-OF-WAY. WO \ `\� I I I I I I I I 6. ALL SANITARY LATERALS INCLUDE 8"X4" i II 2 5 3 L 6 S H 80 I SANITARY WYE. INSTALL MARKER BOARD AT END OF LATERAL. LFE=932.8 i I I I 7. A CITY APPROVED DEWATERING/PU M PING III- I I I I F� I I I I I I s 0.7 PLAN IS REQUIRED PRIOR TO ANY PUMPING >> I ACTIVITY. NOTIFY CITY OF HUGO CLEANOUT OUTTION LINE ENGINEERING DEPT. PRIOR TO BEGINNING _ _ _ _ _ _ _ _ I CLEANOUT (TYP) ANY PUMPING ACTIVITY. 1134- - - - - - - - 0 1 rfEEt im 479 LF 6" SCH 80 I IR I 1 I IR I I IR 1 I IFS I I IFS I Ih I R I Iq-1 R IR 1 v F- F- F 582 LF 6" SCH P0 I -1 -1 J F -1 F LFE=934.4 I I I I I I GFE=942.3 GFE=942.3 GFE=942.3 GFE=942.5 I GFE=942.6 GFE=943.2 I GFE=943.6 I GFE=943.9 I I I I I I I I GFE=944.9 I I LFE 934.4 LFE=935.3 I I 0 25 50 � 00 F LFE=934.4 LFE=934.6 LFE=934.6 LFE=935.7 LFE=937.0 1 I FEET \ 9 wo 8 WO 7Wo 6 wo 5 Lo 4 Lo 3 wo 2 wo 1 LFE=936.0 WO \ I I I 132 LF 6" I 237 LF 6�, I I I I I I I I I \ I I I SCH 80 I I I I SCH 80 I I 296 LF 6" C,H 80 R Al I I - - �- - - - MANHOLE/PUMP HOUSE 9439 GFE / LFE=936.0 � - 943.8 I I J wo 5wo I LFE=935.9 / EAST PO �i L E - - E LFE / L 9446 9443 I =936.7 � I WO � - / 3 I LFE=936.46 w0 _ I GFE= -711 V M \ \ v 945.0 \ GFE 946.4- ✓I / �/ wo LFE=938.5 7 LFE=937.1 / \ I \ WO SOG 294 L GFE= GFE_ / 945.9 ' _ 945.4 � I WO 1 8 WO - LFE=938.0 LFE=937.5 SOG IRRIGATION LINE IRRIGATION LINE CLEANOUT (TYP) CLEANOUT (TYP) I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 IRR 2 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C45 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s IRRIG ATION PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 145 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 1 I I I PC Sta = 12+05.18 I FES 76 FES]68 = I I I I I I MB \ LFE 934.90 LFE=932.8 GFE= LFE=934.2 LFE=934.3 LFE=934.5 LFE=934.6 LFE=934.9 LFE=935.4 LFE=935.7 LFE=936.0 940.7 LFE=936.8 MH I I a 9� I I C \ � c� 5 6 7 8 9 10 GFE 2 3 4 = - - 942-9 GFE=942.1 GFE=942.2 = GFE=942.5 GFE=942.8 GFE=943.3 GFE=943.6 GFE=943.9 I I GFE 942.4 V I I I I I GFE=944.7 � I II I I J I J I J I J I J I J I MATCH EXISTING 1 0. \ 4\0 FES 71 LFE=932.8 i Ida _I� GF == 164. 5 5 I I IRS- I I I I I iFt I I �I I I I I I I I IR I I I I I I I BMH 54 >> �I 0 20 40 $0 M = -f 94� = 16_ \/ \ - CBMH 67 >> CBMH 66 CB 5 FEET �MH 24 P 22+60.3 p MH 25cs, rn S 89°5 28 co o - - - - - - CIRCUTA� - - i H 5 0 0 0 962.17 SAN MH 26 - 0 0 � !0 PI Sta = 13+70.02 0 CBMH 51 CBMH 60 C MH 52 CBMH 63 II I = 90°38 45 L / � L o CBMH 64 I T = 164.85 I IR I If�N I I I�- I I I I I rn I R I I L I I I I I I R I I I R I R = 163.00 F,r; M = 48.39 I / F CB H 61 CBMH 62 / / - - -� I Z Z I GFE=942.3 LFE=934.4 I 7 GFE=942.3 I GFE=942.3 GFE=942.5 I GFE=942.6 GFE=943.2 I GFE=943.6 I GFE=943.9 GFE=944.9 FES O_�w NO T E S . I I I LFE=934.4 I I I I LFE=935.3 I I I I- Q LFE=934.4 LFE=934.6 LFE=934.6 cr. LFE-935-7 LFE-937.0 I 1. ALL DISTURBED AREAS TO BE SEEDED, \\ I I I V MULCHED AND FERTILIZED WITHIN 7 DAYS OF ROUGH GRADING. LFE=936.0 �I 2. THERE SHALL BE NO STOCKPILING INCLUDING \ i I I I IV I 1 0 TEMPORARY STOCK PILES OF MATERIALS IN \ I 1L a Z I I I I WETLAND AREAS. L L L -1 L L\ I I I I W I I I I 10 3. ALL LOCATIONS OF STOCKPILES SHALL BE J � � � � J i 0 I SUBMITTED FOR THE CITY ENGINEER'S I APPROVAL PRIOR TO STOCKPILING. ALL EROSION CONTROL FOR STOCKPILES SHALL BE 0-� - - - - - - I I m4 R - - - - - - I I I PER BMP'S AND SWPPP. 952 952 PI STA = 20+ 2.92 o o PI EL = 942.6 VPI TA = 17+08.5 0 �n o M o �n 948 VPI L = 941.20 � oN � CURVE LEN = 90.00 + 0 + 0) = 22.21 948 r II 00 II 00 II = 0.46 K = 45.00 E = 0.22 II w II w II w n N J ' �' >944 � LO 944 cD n N > J > + II II w AN MH 26 Q II II w E=940.51 1 0 % SAN MH 27 N ao II w VPI STA = 3+35.96 1.00 TA=18+62 a 940 a N VPI EL = 9 7.48 SAN MH 25 N STA=21 .00 w STA=21 +59 940 RE=938.75 MUj az CURVE SAN MH 24 > a E E=938.11 STA=14+63 37.37> H TA=13+99 co N o 00 + 0N > SAN MH 22 • +3+34, 0.0 o o SAN MH 21 RE=936. 8 TA= (0 LO N ' °+RE=935.63 STA=12+72 co o + Na, LNO936 STA=12+05, 4 - 't 59 936+ II II o cn w V) J � II Q II V I STA = 18+2 .0 0 0N w i II 0)V) w N w V I EL = 940.09 > > _ = Q II 0 o a a J URVE ZEN =_9 .0 297 LF 8" VC SAN ® 0.4 % ~ J 932 0 > > _ w = 45.00 - -FP a _ 932 C_i 399 = a rn ± Sri 65 8" PVC SAN ® 0% INV=931 .63 W " PVC SAN 28% rn 6 F 8" PVC SA ® O 0% INV=931 .73 E 63 LF 8" PVC SAN ® QNV 929.93 W INV=931 .73 S 928 II 62 IK 8" PV SAN 0W= 29 22 NW) NV=929.58 INV-930.03 �E�_ N _ �NW) 928 INVcn w INV=928.51 INV=928. 8 SE) a a INV=928.61 0 0 m m VPI ETA = 12+07.68 924 VPI EL = 935.57 924 CURV7 LEN = 90.00 0 w K = 113.24 N z ow E = 0.09 0- 00 � w 0 920 Of W X 920 a0 w0 I- O � N N N N N N N Il (c) N 0) 0) 0) 00 N I� � rn L cN 0) N cc) cc) I_ 00 (0 rn c0 cc) rn On I� r_ rn n 0-) � N 00 � n 00 00 � N c0 r N N � r_ rn Ln In Ln Cc) N Cc) N N 00 N 00 N 0) N 0) r-) O � O Ln O � O � O V-) O V-) O N N N Ln O Q0 00 I� � rn rn n rn n rn n rn n rn n rn n rn n rn n rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn � rn n rn rn 916 0) M 0') 0-) 0') 0-) 0') 0-) 0') 0-) 0') 0-) 0') 0) 0) 0) 0) 0) 0) 0) 0 0) 0 0) 0') 0) 0') 0) 0') 0) 0') M 0') 0-) 0 0) 0 0) 0 0) 0) 916 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT �� PLAN WAS 13635 Johnson Street DWG: RCP01090 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M ��Ejlj MYGOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS NDAM A R F ENGINEERING , I N Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C46 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Consulting Engineer S PLAN AVENUE O ILE 800-252-1100 051-454-0002 07/06/22 CITY COMMENTS Q PLOT DATE:7/06/2022 12:03 DATE REG. N0. DESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK FILE. 37-1 - 146 M / -77 � \ � W / 0 20 40 80 I I I I M / / / \ FEET / m CIF CU T / / \ NOTES : PI t - 30 47.42 m• M. m / � ° � A A N / / 1. ALL DISTURBED AREAS TO BE SEEDED, T $ 81 39 RCJJ o / MULCHED AND FERTILIZED WITHIN 7 DAYS OF R = h 00 N m I N T I N m I ,' / / \ ROUGH GRADING. ( I \ \ A M - (1 8 � 11 I � ° I I „ / / m RC R \ 2. THERE SHALL BE NO STOCKPILING INCLUDING \\ w m J -� �_ - P / A m /L PI to = 33+80. 3 TEMPORARY STOCK PILES OF MATERIALS IN \ \ \ - - \,� �/_ WETLAND AREAS. i W -�� 89°57 46 R LV v \ \ \ T = 99.94 \ 3. ALL LOCATIONS OF STOCKPILES SHALL BE \ ° ° I I I I cc - SUBMITTED FOR THE CITY ENGINEER'S � � I I ;' � L - 100.00 \ I I I R \ N, \\ �g/ "\ APPROVAL PRIOR TO STOCKPILING. ALL .00 M - 29.27 \ \ e. EROSION CONTROL FOR STOCKPILES SHALL BE -nM PER BMP'S AND SWPPP. co G)N m N °0 '46" E Gam' n i„ ° m co m J 7 = o ,13 FT o �� I o0cc W 4 PQ F' (A F A :J11 _ $9+4g.09 ry \ - 7 oo \� 0 ° A T CO m Ti co -n gym. M M w m00 m m A+ CO CO � m10 Emu (00 (I M I I I - CTI -n \L m ` L `x w0) L -n`8 0 o L M j� \ I. r m 00 9 u li - - I o A 0 , ,I FRE ND COURT m I _ 956 956 952 952 VPI STA = 31+30.83 0 948 0 - VPI EL = 94 .98 0 0 0 0 0 0 948 0 _ 34+99.44 0 °' CURVE LEN = 90.00 '`� o0 0 co + 0 K = 45.00 + rn + rn VPI EL 939.78 c0) II E = 0.22 II II CURVE LEN = 90.00 II II K = 44.64 944 a w < w u w II w E = o. 3 944 a a m 0 > V) a N > 0 SAN NIH 8 > a °D SAN MH 9 RE=9 0.2 REN=9 9 98 SA MH J > STA= 0+6 , 2.4 STA=3 +81 ST 33+ 0 SAN H 5 EN 93 99 SAN H 3 940 STA30 00 940 -1.00% RE_ 39.19 RE=9 9.17 ° 1.007 M L6 -1.02% 0 0 + 936 0) ± 0 V I STA = 33 5.00 936 11 ►� � = J II II Q II rj C VE LEN = 0.00 0 of cfl w �<- -i N w K 45.00 II II + `O + CL a_ w E 0.22 w 0, > > > > II II II I 932 67 F 8" PVC SAN � p pq; =21= 3 LF PVC SA 0 932 0.40% ° 39 LF ' PVC SAN o.40% PVC SAN Q 0.407._ c i w cV) LJ 'NV--9a"2-(N ) INV=931.4 �N)) - 3 F PVC SAN 0 0% aINV=931.5 SE INV-930.50 N = = 385 F 8" P ) INV=930.24 �NE) VC SAN ® 0.40% 928 INV=930.60 S INV=930.34 S) INV=929.98 N I V=929.47 E 928 o INV=929.83 �S) ) w 0 V) ow Zw w0 No 924 0- 0 X 0 924 � 0 wc� O O O n n O O O O (0 I-_ cfl I- O N O I- N N I-- 00 M CO N rr) LO -1- N M r -1- N r- c� 0i O 0) O O O O O 0 0) O 00 O 00 0 0) N 0i N 00 V-) 00 V-) (� 920 920 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01091 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ejl MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND ( AM A RFC ENGINEERING , I N Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C47 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Consulting Engineer S PL134TH AVENUE O ILE 800-252-1100 051-454-0002 07/06/22 CITY COMMENTS Q PLOT DATE:7/06/2022 12:03 1 1 1 DATE REG. N0. DESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK FILE. 37-1 - 147 CBNH 34 /� \ 0 20 40 80 CB 35 � � 7 \ 0-- F_ FES_367 F -1 � I / FEET 934. 934.00 / I I Z � rF =934.0 3 .Otl LIJ �34.00 W I 9� 1 I I LFE=934.0 '1 \ =934.0 LFE=934.0 \ LFE=934.0 LFE=934.0 I � I I LFE=934.0 I I W 2 941.9 1.89 / / \ \ GFE 10 11 12 13 > I 1 I GFE9 V LFE_ \ GFE- I GFE= I GFE_ GFE= I I I - / / 933.0 ^ \ I 941.9 1 941.9 1 941.9 941.9 I I 941.89 I I _o / T \ \ \ 1 1 J I 1.89-- J -- 1 e9- I I/ �\ 4090 9 s Q, o CB H 24 CBMH 32 �, v - HR---j I R I � 1 I 1 IR I � 1 R I I IR IR 1 �tK / rn 89°54' 8 E M 23 I I I I I I I @ I 4� FE= 933. I MH 2POND I941.2 I 0 0 - r_;0 778.25 FT 0 0 0 - - - - - �Sm MH �10 % I I CBMH 2 CBMH 21 n / 'LFE 933.3 I 1 I I 1 1 I -1 J F \ � 933.301 OUTLOT GFE= 42. GFE= GFE GFE= 89- \ 942.9 1 940.7 1 940.7 I GFE= GFE= 1 940.7 I \ \ \ 1 1 1 1 940.7 `L 940.7 � \ GFE 1 \ F 40.89940.9 �\ , N OT E S . A LFE=935.0 LFE 932.8 LFE=932.8 LFE-932.8 LFE-932.8 LFE=932.8 - 948=69_ i \ GFE= I r �\ 1. ALL DISTURBED AREAS TO BE SEEDED, 940.7 I MULCHED AND FERTILIZED WITHIN 7 DAYS OF I 13 12 11 10 9 8 III LFE=933.0 / ROUGH GRADING. 935.00 932.80 v I I 2. THERE SHALL BE NO STOCKPILING INCLUDING I I I 932.80 I 72-8(L 932.80 932. 7 9 T I 00 TEMPORARY STOCK PILES OF MATERIALS IN � WETLAND AREAS. -932.8 I 3. ALL LOCATIONS OF STOCKPILES SHALL BE \ \ s32. I I I � / SUBMITTED FOR THE CITY ENGINEER'S 34THSET- N4 T H C T N I / � APPROVAL PRIOR TO STOCKPILING. ALL _ _ _ _ _ _ _ _ _ _ _ _ _ // EROSION CONTROL FOR STOCKPILES SHALL BE PER BMP'S AND SWPPP. 948 948 0) o PPO LO 944 + + + 944 00 ee ►� u n w n J u w w (n a_ H 0_ N 940 a 13- a. REN 938.83 940 -1.027. 3AN MH 2 1.00% E=936. 7 TA=38 23 936 0 936 + + N 0) 932 - -° � - - - � ° �� 932 N1i I/PI STA 38+ 2.73 _ _ - F w F- PI EL 936.5 a a a 385 LF 8" PVC SAN ® 0.40% URVE EN = 9100 w w 928 = 4 64 23 LF 8" PVC S N ® 0.40% 0 3= 928 INV=927 83 N INV=927 93 W INV=927 93 E 924 924 920 920 0 Ow Zw 0_ 0 � 0 916 afof X � 916 a0 w0 I� Q0 N LO I� 00 O N N Ln r� N 07 N 00 rd-) 00 Id-) r_� 00 CO 912 a) o) 0) 0) 0) 0) 0) 0) rnM rnM 0) M 0) M rnM rnM 0) M 0) 0) M 912 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP02091 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER OfESSIONAL ENGINEERING , IN C ■ HUGO, IVIN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � RFC Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C48 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Q C o n s u l t i n Engineer S PLAN A AV ROFILE800-252-1166 651-454-0002 07/06/22 CITY COMMENTS g PLOT DATE:7/06/2022 12:03 DATE REG. N0. IDESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK FI LE: 37-1 - 148 — I�-- Iw � o N - \ v - \ II � —� LU 0 20 40 80 7.87. Z 1 - N o0 I \\ FEET LL M I LUj II — II J \�� ` 1. ALL DISTURBED AREAS TO BE SEEDED, I ^ —� � MULCHED AND FERTILIZED WITHIN 7 DAYS OF A FF- I v J ROUGH GRADING. 2. THERE SHALL BE NO STOCKPILING INCLUDING — ^ TEMPORARY STOCK PILES OF MATERIALS IN ' 1 M I �� WETLAND AREAS. A � — r \ O 3. ALL LOCATIONS OF STOCKPILES SHALL BE MATCH EXISTIING J W °' 11.1 0 — — W o \ \ SUBMITTED FOR THE CITY ENGINEER'S L1 L APPROVAL PRIOR TO STOCKPILING. ALL ,r, � �° \ \ \ EROSION CONTROL FOR STOCKPILES SHALL BE ''' x _ 1 ' _ 1 " TT I \ PER BMP'S AND SWPPP. U m N u VJ 1 C) 5 J J I O BOP = v �� I cP I I I S 0 a� I c, �i> >'r » / o 4 0o N o x I I MC14 -10 I / / M n v �� � U - = o w Q m J O / c� LL G Wo W c1'1 w V\V co _ W I / J 1040 o Wo L_ 1 I °° I \ N I \ \ II I CD - W M N I J W \ FREE ANO AVE 5 952 952 948 948 944 rn n VPI STA = 3+34.18 944 0, PO 00 n VPI EL = 9 6.22 + °' CURVE LEN 90.00 + °' `o II K = 80.15 Lo II II w E = 0.13 940 II J 940 N > > S N MH 2 v R =936 77 > S A=53 75 pp .50� 936 936 SAN M H 1 co RE=933.50 p % VPI STA = 4+35.18 STA=S +30, 1.2' LT VPI EL = 936.72 cfl CURVE LEN = 0.00 932 00 932 N O J + N W � r- O 00 O II 928 10' PVC SAN Ca? 0. 8% ± 180 F 10" PVC SA 0.28% II 928 II 00 1 V=92 .83 N o 0 Q I =927.33 �N� o) INV=92 .93 W w w INV=9 6.77 (W� N ,wl =927.33 S + INV=92 .93 E INV=9 6.87 (S VPI STA = 2+35.92 N Li 924 O O VPI EL = 9 4.62 924 CURVE LEN = 90.00 II Uj K = 82.64 N w Ow ? w E = 0.12 � o No 920 � W X W ' ' 920 � 0 w0 00 Q0 N O a) O (0 Q0 N Ln N ll) CO CO 916 916 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01092 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ejl MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND OTNAM A RFC ENGINEERING , I N Ham Lake, MN 55304Sspas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Tele hone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C49 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Consulting Engineer � PLAN AND EELAN D AVENUE 800-252-1100 051-454-0002 07/06/22 CITY COMMENTS Q PLOT DATE:7/06/2022 12:03 1 1 DATE REG. N0. DESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK FILE. 37-1 — 149 \ — \ \ i F— T m 0 20 40 80 \ m — a r I FEET CID m-n IF o) (0 ^' 4. %1 '0 I / NOTES . �, m _ - I� 1. ALL DISTURBED AREAS TO BE SEEDED, o I n _ m MULCHED AND FERTILIZED WITHIN 7 DAYS OF m N I � � �J ROUGH GRADING. _ ODI / 2. THERE SHALL BE NO STOCKPILING INCLUDING IT TEMPORARY STOCK PILES OF MATERIALS IN II `° G' I W - - Z �5 m WETLAND AREAS. o m w - m All ' v _ - - / 3. ALL LOCATIONS OF STOCKPILES SHALL BE il co SUBMITTED FOR THE CITY ENGINEER'S M III— m A o �' / ' m A APPROVAL PRIOR TO STOCKPILING. ALL ERO/ \ w 41 m A V I PERSBMP'SION OANDOSWPPP FOR STOCKPILES SHALL BE PI Sta - 63. _ M n I R U LAR -� L* o M - - T 63.86 CA >> ► I I o I W =cn T IT 00.00 CT 7 " w / M = >> � rn zzw N g N co 0°00'00 ��' W 1 - "L 1 N (O 3.86 FT CU\ � R \� < - - A � 12j 3 r J cn r m \ � A " F _ 6 -��I_ W I —III N I N m \ I f\' N 0°0 '32>, - 6 94. 9= + — + + m _ c� m w o u n m 3 7.11 FT o �"d A IT m a �, w — _ w m w " r ° � cwn I Ti 11 m IT IT I IT I u u w m Q CIDrn w A _ � coI `� Cal L ful N % 11 L_L Jill -n 41 00 A L I L L dill dill _ u _ I w GE vA RT T!T. m u 952 VPI SIA _ 952 PI EL = 943.96 CURVE LEN = 0.00 K = 45.00 948 � E = 0.22 948 PQ J SAN M H 30 SAN MF 29 944 o RE=943. 3 RE=94 .40 SAN MI 28 STA=61 76 0.0'R�94 .87 944 -1.007. SAN MH 26 R =940.51 94 °° 940 + + + VPI STA = 5 +82.09 VPI EL = 940.38 °' °' CURVE LEN 0.00 936 Q Q Q u " u " u 936 _ W (N W N _ cD 1 8» C ® 0. 0 ~ L 8" PVCSAN ® 40% — — rn i 2� LF 8" PVC SAN ® 0. 0% � 932 INV=933.70 (N) \ — — 932 --INV- 3 .10 N _ INV=93 INV=9 2�89 S 15" RCP Li IN =931 .63 \ 0 � N W o w ? LiO a I V=931 .73 E 0_ p IV-) p RCP 0 1 =931 .73 S 928 Q- 0 X 0 928 � 0 wc� Cy) N 00 CO O Cc NN O O� N NN O-) O- N ON I� O- O a) I`7 I`7 I`7 r� N N N r� p r� n O r� r� - Irk Irk r0 924 a) o rnM rnM rnM rnM rnM 0) M 0) M 0) 0) 0) 0) 924 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01093 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M EMY T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (763) 323 4268 DULY ER OfESSIONAL RFC ENGINEERING , IN C ■ HUGO, MNOOPaBs STATB CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C50 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Q Consulting Engineer s P GENEVA COUORTLE800-252-1166 651-454-0002 07/06/22 CITY COMMENTS PLOT DATE:7/06/2022 12:03 1 DATE REG. N0. IDESIGN BY: DAK DRAWN BY: DAK CHECKED BY: DAK 50 FI LE: 37-1 - 150 LFE=935.0 - 1 " i 9361to r / \�.•�., LFE=936.1 s42.89 B = 9,5+- 20 • ' 3 9 2E9 - /L \ � 00°3 ffR 7CIRCUL R O�0 a 942.89 p 944.0 PI Sta = 95+7 .11 0 C C� n 1 13"R / \ — — — — - PI, Sta 9 k+ 9.66 T = 15.0 / \ / I 52°36'n6"L CB 11 _ —R = 60- R - 60.00 = > >> NOTES . M .21 �� FES 1 1. ALL DISTURBED AREAS TO BE SEEDED, =935.9 �9 2 / MULCHED AND FERTILIZED WITHIN 7 DAYS OF GFE= ROUGH GRADING. 2 943.8 2. THERE SHALL BE NO STOCKPILING INCLUDING s43�s I— n a TEMPORARY STOCK PILES OF MATERIALS IN n \ n WETLAND AREAS. 35.90 / I \ n / —� 3. ALL LOCATIONS OF STOCKPILES SHALL BE SUBMITTED FOR THE CITY ENGINEER'S c(0 APPROVAL PRIOR TO STOCKPILING. ALL GFE \ EROSION CONTROL FOR STOCKPILES SHALL BE 944.2 / P` PER BMP'S AND SWPPP. LFE=936.3 936.30 0 25 50 100 FEET OUTLOT 0 0 0 TRAIL CONNECTION 950 950 945 945 940 940 935 935 930 930 925 925 0 w ow Zw 0_ 0 No Wof X � a0 wO O O 119 119 920 0-) 0-) 920 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101 +00 102+00 103+00 104+00 105+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01095 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRDULYSUPER I NDOTNAM A RFC ENGINEERING , IN Ham Lake, MN 55304 SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C 51 OF 67 HUGO PUBLIC WORKS (651) 762-6301 Consulting Engineer s P AIL CONNECTION 800-252-1100 051-454-0002 07/06/22 CITY COMMENTS Q PLOT DATE:7/06/2022 12:03 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 151 I 942.4 GFE_ - 942.8 C L ' IRCULAR / I I � � � CULA I = °1 a 2. PI Sta - 8 +97I95 942.39 _ 0 I = 23°5 4"R I I I 4 1 '17 R a = 1 + I I _ _ = p T = 12. I T - R = 60. 0 I I FE=935.0 1 = p R = M = 1 .2 LF =936.1 I 6 U A 15 O 3 942.89 - > = t - + , " GFE= 1 2 / GFE=944.0 STA T�-ItJ-STR-18 / s3s.�b - � _ C A " // CB 14 CP 3 =9 .9 �s / 9 �� / CIRCULAR C, GF = PI Sta = 80+36.44 k 1 = 05°171401 O-S a' CIRCULAR Al PI Sta = 82+73.39 END HU-STR-160.00 \ 943.79 R = 60 00 � 1 = 68°08'54"L 8 cp � T = 40.58 ; ��„ E \ Sao \ okM = 0.06 R = 60.00 / �9x M = 10.30 961 L I 944.2 / 7.s9 \ ILFE=936.3 1 / / / Uy f / / I S a = 70 6. 9 6, V w/ I 47°00'25 ' O0. - i /� x CIRCULAR / 936. ��So I Sta = 1 = 61°49'04"L / CIRCULAR T = 35.92 �. _ r L/ /� I / � PI Sta = 78+67.02 NOTES R = 60.00 1 =-�9°42'3�R CIRCULAR I I = 84°58'47"L � 1 . ALL DISTURBED AREAS TO BE SEEDED, M = 8.52 T = 5_1 Q__ - PI Sta = 76+22.01 T = 54.96 MULCHED AND FERTILIZED WITHIN 7 DAYS OF N -70 R = 60.0fl n 1 = 107'08'1 1 "L/ _ R = 60.00 ROUGH GRADING.M = 0.22 a T = 81 .29 \ M = 15.76 2. THERE SHALL BE NO STOCKPILING INCLUDING CIRCULAR /29.4 PI Sta = 72 R = 60.00 TEMPORARY STOCK PILES OF MATERIALS IN � + ro i T 1 = 59°35'47"L /� M = 24;�7 �� M I I WETLAND AREAS. TL T T - 34.36 3. ALL LOCATIONS OF STOCKPILES HALL B� I R 66. I SUBMITTED FOR THE CITY ENGINEER Q - QO _ / nX 0 25 50 100 APPROVAL PRIOR TO STOCKPILING. �LL cn C) II M t 7 93 \ \ J `� I r FEET EROSION CONTROL FOR STOCKPILES SHALL BE \\ L / PER BMP'S AND SWPPP. _ II I ,Z 1 � � + 1 w / 1 C:) i G ESL TRAIL 0 945 945 VPI STA 74+15.40 VPI STA = 74+ 6.51 VPI EL = 935.95 VPI EL = 935.9 CURVE LEN = 0.00 CURVE LEN = C.00 940 VPI STA _ 940 VPI EL = 936.00 CURVE LEN = 0.00 VPI STA = 71 +00.00 VPI STA = 9+00.00 VPI EL 930.69 V I STA = 73+17 09 5 0 .0 VPI EL = 9 0.58 935 CURVE LEN = 0.00 VF I EL = 932.35 - .50 0 VPI STA = 76+30.00 CURVE LEN = 0.00 935 VPI STA = 71 +41 .24 IRVE LEN - -5 00 6 VPI EL = 931 .10 1 STA = VPI STA = 80+00.00 VPI STA = 81+00.00 VPI STA = 72+8 .00 lq, CURVE LEN = 0.00 VPI EL = 930.50 VPI EL = 930.72 VPI EL = 930.50 VPI STA = 74+50.00 �2.� VPI EL = 930.64 CURVE LE = 0.00 C I EL = 930. 0. VPI EL = 935.40 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE LEN = 0. Op0% CURVE EN = 0.00 -0.75% -0.17� 07 0 -0.33� 0.07� 0.37% -0.58q 0.55� 0.83% -0.47% -0.77q 2.1�% 00 -1.1 190 930 -0.29� -0.32� 0.28� 0.68% 0.17� -0.48�; 930 VPI EL = 931.50 VPI EL = 931 .33 VPI STA = 79+50.00 VPI STA = 80+50.00 VPI STA = 81+50.00 VPI STA /6_t_UU.UU VPI STA = 70+50.00 VPI STA = 77+00.00 VPI STA = 78+00.00 VPI STA = 72+00.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 930.42 VPI EL = 930.54 VPI EL = 930.43 VPI EL = 930.28 VPI EL = 930.33 VPI EL = 930.30 VPI EL = 930.05 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI STA = 72+50.00 925 o VPI EL 929.90 VPI STA = 77+50.00 VPI STA = 78+ 0.10 VPI EL = 930.16 VPI EL = 930.58 925 CURVE LEN = 0.00 CURVE LEN = 0.00 CURVE LEN 0.00 rn II 0 w cii Ow Zw 92 m � W XW 0 o_ CD 920 w � O 00 0) n U-) O O (0 0) O 14- 00 n 00 n (0 O 14- 00 N O N n O N O (0 O 14- 0-) O 0-) (7) 0) LO lf') n 14- Lc) O -1- (0 0-) n 0-) 00 Q0 n 00 O n 0-) Cfl N In r(� 14- 00 lf) O lf) 0-) 14- O 00 O O O O O O 06 O 0- 06 O I`7 O L0 O L6 O 14- O N 0- O O O O 07 O O O (7) O O O O O (7) O O O (7) O O O O O 0) n n119 n119 n N n N N N n119 n1`19 n1`19 n119 n119 n N n11� n11� n N n1`19 n N n1`19 n1`19 n N n1`9 n N n1`9 n1`9 n N 915 a) o 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M 0) M a) m 915 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP01094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ejl MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND ( AM A RFC ENGINEERING , I N Ham Lake, MN 55304QQpa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGII M LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C52 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S PLAN ATRAI PROFILE800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 152 PLOT DATE:7/06/2022 12:03 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC q E I �k0 PI t = 92+07. 2 LFE=934.4 I s .00 / I Psa. s �4o Nf -93 L - J j Fc, 93 . / / I ✓ \ \ \ ti \_ PI Sta �91 +06.94 px ° I _ \/ _41 Q \ \ \ \ IRCULAR - \ .'zz 1 .00 89° „ / \ CIRCULAR R = 64. / - - - - PI Sta = 90+05.83 1 = 36°21 '51 "R \/ / I - - - - _/ _I - � T 19.71 \ J I � - - _ _ _ ` R = 60.00 a 83 1 I 7 1 RC LAR I / 7 , '�"PI-ta 89+46.21 9 FES 4 0 I to = 83+9 .95 I I l J 103 \ r1pIrl 11 ''1, 9 1 23°50'44" I I II CIRCULAR 1Z9�+6g T = 12.67 \ I I PI Sta = 88+35.56 bps 1 89 52 _ +4 8 = 60.00 I PI Sta = 85+25.44- - _ 6 ^� = 00'0 = 1 .29 I 1 = 01°35'2 "l� I - 87+24.96 PI Sta 1 = 17°07'41 "R \ I Sta - + = _ T = 9.0� R = 60.00 °14 "R 0 1 = 02°08'06"R - - R 60.00 _ - M = 0.67 CP I � / i �AJP co 00 \� \\ - \\ + I o CIRCULAR \ / O �� \ o _ _ II V PI Sta = 89+12.47 I G 91 ��' CIRCULAR _ ago- �� 1 = 97°09'24"L << NOTES : PI Sta = 82+73.39 / rn 0� 1 . ALL DFSTURBED AREAS TO BE SEEDED, \ i I = 68°08'54"L I cn M = 20.30 MULCHED AND FERTILIZED W1 KN 7 DAYS OF T = 40.58 ` ' ) / ROUGH GRADING. R = 60.00 / I 2. THERE SHALL BE NO STOCKPILING INCLUDING M_= 10.30 TEMPORARY STOCK PILES OF MATERIALS IN WETLAND AREAS. r-- 3. ALL LOCATIONS OF STOCKPILES SHALL BE \ -� \ 1 1- i� X X SUBMITTED FOR THE CITY ENGINEER'S GRAVEL TRAIL APPROVAL PRIOR TO STOCKPILING. ALL \ 0 25 50 100 EROSION ONTROL FOR STOCKPILES SHALLBE / I FEET PER BMP'S AND SWPPP. 945 945 o 00 940 0 � +00 0) 940 + 0) 0) 11 rn 11 11 w J = 11 w ~ a VPI STA = 86+00.00 VPI STA = 88+50.00 c� N VPI STA 83+50.00 > VPI EL = 930.86 VPI EL 931.12 VPI EL 930.44 VPI STA = 90+30.00 N > ; p % 935 CURVE LE = 0.00 VPI STA _ CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 93 .00 a_ 935 VPI STA = 82+50.00vP1 STA 00 VPI STA = 86+50.00 VPI STA = 89+00.00 CURVE LEN = 0.00 VPI EL = 930.72 VPI EL = 931.03 VPI STA = 87+50.00 VPI EL = 930.34 VPI EL 930.63 VPI EL = 930.51 CURVE EN = 0.00 CURVE EN = 0.00 VPI EL = 930.21 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 0.00% 0.10� 0.10% -0.999; 1.58% -o.2s� 0.14% -0.01 930 -o.58q -0.48% 0.32% -0.08% 1 .12q -0.48� 1 .10 ° -1.29q 0.45% -0.35�; 0.82% 930 VPI STA = 8114 50.00 VPI ST = 55-+50-00 - VPI STA = 82+00.00 VPI STA = 83+00.00 VPI STA = 84+50.00 VPI EL = 931.07 VPI STA = 9+35.38 VPI EL = 930. 3 VPI STA = 87+00.00 VPI STA = 88+00.00 30 VPI EL VPI EL = 930.19 VPI EL = 930. = 930.48 CURVE EN = 0.00 VPI EL = 9 0.51 CURVE LEN = .00 CURVE EN = 0.00 VPI EL = 929.98 VPI EL = 930.03 CURVE LEN 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI 3TA = 91+60.0 VPI L = 932.00 925 CURE LEN = 40.00 925 K = 10.00 E = 0.20 0 w 920 0w Zw 920 w Of X Of D_ U Lv 0 N n 0 O ca N 00 n r N n 00 n n O O LO O O O I-, O 00 n 0-) n 0-) 00 r -1- 0) O O O Ln LC) (a -1- (7) -1- N N O N -1- U') L0 I- L O O 0-) O O (a r__ ca 0-) ca r__ O O O O O 06 O 0) O 06 O O O O O 0- O 06 O 0) 06 O 0) O 06 O 0- O a) O aT O N O N a) N O r7 L I\ n119 n119 n N n N n N n119 nr19 n N n119 n N n N n N N N n N n N n N n (N n (N n11� n11� n N n11� n11� n rf� n rf� 915 a) M a) M a') 0-) a') 0-) a') 0-) a') 0-) a') 0-) a') 0) a) 0) a) 0) a) 0) a) 0) a') 0) a') 0-) a') 0-) a') 0-) a') 0-) a') 0) a) 0) a) 0) a) 0) a) 0) a') 0) a) a) 915 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT �� PLAN WAS 13635 Johnson Street DWG: RCP02094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M ��Ejlj MYGOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS NDAM A R F ENGINEERING , I N Ham Lake, MN 55304��pa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGII M LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C53 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S PLAN ATRAI PROFILE800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 153 PLOT DATE:7/06/2022 12:03 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC I J +24.96 I ' R 0 25 5 100 FEES 1. ALL DISTURBED AREAS TO BE SEEDED, I M LCHFD AND FERTILIZED WITHIN 7 DAYS OF RUGH GRADING \ I I CIRCULAR / / J \ I I � PI Sta = 88+35.56 � v \ r 2. THERE SHALL k NO STOCKPILING INCLUDING I = 17 07 41 R I TEMPORARY STOCK PILES OF MATERIALS IN 9�•��� T = 9/04 / I _ \ g8 R = 60.00 - I I I , i i3. ALL LOCATIONS OF STOCKPILES SHALL BE ohs M /0.67 / SUBMITTED FOR THE CITY ENGINEER'S } APPROVAL PRIOR TO STOCKPILING. ALL \ I PI S"�0 = 89+46.21 I l EROSION CONTROL FOR STOCKPILES SHALL BE II 103°53'35"R \ ` 1 Q �PER1BMP'S AND SWPPP. \ / I f c- 7// CIRCULAR PI Sta = 90+05.83 I �\ / f CIRCULAR II \ 6 T = 19.71 PI Sta = 89+12.47 \ R = 60.00 I / co I = 97°09'24"L II 3.00 1 J T = 68.00 I cmLn 7 R = 60.00 _-II / / ( _ C I C R M - 20.30 o - cn 1 \\ to 91 +06.94 Pill to = 2+54.5 ) VA � N i ` \ 0°24'49L PI Sta = 92+07. 1 50°1 "1 0"R � I \ ✓ - 06203-5" xpp M - 9.46 L QG N co } Ln +2 .89 CD \ 1 M I AR I S 1 71 . 0 // 9° 5'44L � / � 6 0 1 1 T . co I \ / 6 J \ \ 18. 6 / 6, N I I I I I l f, Ci A 945 z 945 O O V I STA 93+1 .53 O 00 V I EL = 938.38 940 0 cN + rn C RVE LEN 0. 0 940 + 0) 0 u rn w II w o_ VPI STA 88+50.00 c> N > VPI EL = 930.44 VPI STA = 90+30.00 N > ; p % 935 CURVE LEN = 0.00 VPI EL = 93 .00 a 935 VPI STA - 87+50.00 VPI STA = 89+00.00 CURVE LEN = 0.00 VPI EL = 930.63 VPI EL = 930.51 CURVE EN = 0.00 VPI EL = 930.21 CURVE EN = 0.00 CURVE EN = 0.00 0.00% -0.999; 1.58% �29 0.14% -0.01% 930 9300.45% -0.35% 0.82� VPI STA = 9+35.38 VPI STA = 87+00.00 VPI STA = 88+00.00 VPI EL = 9 0.51 VPI EL = 929.98 VPI EL = 930.03 CURVE LEN 0.00 CURVE EN = 0.00 CURVE EN = 0.00 VPI 3TA = 91+60.0 VPI L = 932.00 925 CURE LEN = 40.00 925 K = 10.00 E = 0.20 0 w O U) Ow Zw a- p Hp 920 oW Of X Of Q Na 920 0_ 0 Uj0 N n 00 Ir- n 14- Ir- 14- n O O U-) O O O Ln Cfl N N O N -1- lf) Ln r-, LO O O M O O Cfl I-- (0 M (0 I-_ o� O M O M O M O M O N O N o, N O r7 r n N n N N N n cal n N n N n N n N n119 n119 n N n rf� n rf� n rf� n rf� 915 915 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RCP03094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C54 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S PLAN ATRAI PROFILE800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 154 PLOT DATE:7/06/2022 12:03 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: - - - - � - - - - � - - -I - - - � - - - -I - - I - - - - - uuc� - - - - -I - - - � - - - -I - - I - - - - 1 . CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR VISIT THE WEBSITE CALL811 .COM \ TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR _ \ LANDSCAPE MATERIALS. � - FIE] 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO \ o7 FIELD AND SITE CONDITIONS. \ / ❑ ❑ ❑ � �n J J > ❑ ❑ ❑ o 1fi ❑ ❑ �; 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING ❑ ❑ ❑ ❑ ❑ ❑ ❑ rn /LJ \ AND CONSTRUCTION HAS BEEN COMPLETED IN THE / I Z ❑ `1-� ❑ 3 � � \ 4 IMMEDIATE UBSTTU SUBSTITUTIONS MUST BE APPROVED BY THE CITY \ ❑ ❑ ❑ ❑ ❑ ❑ Io ❑ ❑ [ `t � �❑ OF HUGO PRIOR TO SUBMISSION OF ANY BID \ ❑ ❑ rl ❑ 9 1 0 ❑ 1 1 1 2 1 3 1 4 / AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR E� I.,�, R ❑ b LJ 4 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE [� ❑ ❑ ❑ v I ❑ ❑ oo �° \ OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS P ❑ ❑ \ ON THE DATE OF THE LANDSCAPE ARCHITECTS OR ❑ ❑ I ❑ ❑ - J I 171^ OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL \ ❑ ❑ ❑ PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE t1C, -Affl� 11 �9 . ❑ ❑ ❑ ❑ ❑may ❑ ❑ ❑ ❑ ❑ I� ••�' �a' I . w �o • .:.,� Ij r] ° ❑ �❑ PLANE YEAR GUARANTEE COMMENCING UPON ❑ ❑ N ©•.:. / ❑ -5 ❑ q `�" • ❑11N4 ❑ ❑ ❑ 11 [�❑ �° 6. ALL PLANTS TO BE SPECIMEN GRADE, / ❑ 0 []' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �] ❑ [� ❑ ❑ ❑ ❑ ❑ ❑ ❑ MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE \ •s ❑ ❑ ❑ I SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE 7 [� ❑ — — — FOLLOWING STANDARDS g_ � o E�� - — _42 � T o — I I 6 1 PESTS,ALL NTS L BE FROM DISEASE, `� ETC... ❑ /g 1% 6.2. ALL PLANTS SHALL BE FREE FROM NOTICEABLE / ❑ ❑ ❑ ❑ ❑ ❑ ❑ 17 ❑ ❑ ❑ ❑ I 6.3. ALLSPLANTSSS ORLDBEORREEIEFROM BROKEN OR ❑ ❑ ❑ ❑ . �.. / _ . �❑ .❑ I M - DEAD BRANCHES. \ ° / ❑� s LJ ❑ u �, �v 6.4. ALL PLANTS SHALL HAVE HEAVY, HEALTHY a ❑�� 48q °al ❑ ❑ �I ^I °OI ❑ �� I I BRANCHING AND LEAFING. �� \� _ _ _ 6.5. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED ❑ ❑ ❑ _❑ ❑ ❑ ❑ ❑ ❑ ❑ �] ❑ MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF r` n � ❑ 1 ❑ �s \❑ I NO LESS THAN 5:3. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 I ❑ � ❑ �❑ [�] ❑i �[] E\��[] 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY _ \ STOCK (ANSI Z60.1-2014 OR MOST CURRENT 33 00 ❑ ❑ ❑ ❑ P ❑ ❑� ❑ ❑ ❑ &j VERSION) REQUIREMENTS FOR SIZE AND TYPE I 4 �] ❑ ❑ El ❑ El ❑ SPECIFIED. I T E.79; ❑ ❑ ❑ ElP ❑ ❑ ❑ ❑'�O �8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI ❑ 6 ❑ ❑ ❑ ❑ b ❑ 1 13 ❑ ❑ 12 11 ❑ ❑ E 10 ❑ 9 8 ❑ ❑ ❑--❑ STANDARD PLANTING. El ❑ ❑ ❑ ❑ I ❑ 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ElP 14 P 4 Q El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I❑ ❑ ❑ ❑ ❑ ❑� 7 ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF E�❑ ElC�-- ❑ ❑ ❑ ❑ T �-- ----�- T NECESSARY; TEMPORARY ONLY. — � � — — ❑ 10. PRIOR TO PLANTING , FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE .•.» ❑ C ❑ ❑I , BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, • ❑ ❑ J� s SOIL SHALL BE REMOVED DOWN TO THE ROOT ••• ❑ 1 I COLLAR/ROOT/FLAIR. WHEN THE BALLED & BURLAP 1 ❑ +-0- 1 1 - - - - - - - - - - - - - - - - - - TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR „ SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ❑ ❑ 00 1 i 11. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT 12. PRUNE PLANTSOAS NECESSARY - PER STANDARD _ I ❑ ❑ ❑ 4.3% NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. Ej 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP _ AND BOTTOM. REMOVE BY APRIL 1ST. ❑ 14. THE NEED FOR SOIL AMENDMENTS SHALL BE E❑ ❑ �Z�� DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO ❑ ❑ ❑ �J I I PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY �J CITY OF HUGO FOR THE NEED OF ANY SOIL '�"� ❑ ❑ ❑ ❑ AMENDMENTS. i I 4 16 15. ANDKADHEREEI TO MNDOT STANIDARD SPECIFICATIONBACFILL SOL SHALL BE NATVE TOP SOIL FROM SITE 0 3877 FREE OF ROOTS, ROCKS LARGER THAN ONE Li Li 71 4.4�I oo INCH, SUBSOIL DEBRIS, AND LARGE WEEDS. MINIMUM -F-1L_j 3.7% � nI Z 4" DEPTH OF NATIVE TOPSOIL SHALL BE PROVIDED ❑ OJ ❑ FOR ALL LAWN GRASS AREAS AND 12" DEPTH ❑�❑ ❑ WEST PON rm TOPSOIL FOR ALL TREES. - - 16. FOUR INCHES OF SHREDDED HARDWOOD MULCH - ❑ ❑ ��❑� Z SHALL BE USED AROUND ALL TREES WITHIN TURF ❑ �j „ � AREAS. MULCH TO BE FREE OF DELETERIOUS rr-1 F-1MATERIAL. • 17. EDGING TO BE SPADED EDGE, UNLESS OTHERWISE 3 {� INDICATED. SPADED EDGE TO PROVIDE V-SHAPED 17 DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN \ I MULCH AND GRASS. INDIVIDUAL TREES TO BE SPADED 7,4%❑ ❑ EDGE, UNLESS NOTED OTHERWISE. 0'8% _ ❑ \� /18. ALL DISTURBED AREAS TO BE SODDED UNLESS I � � ❑ �o°0 OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA ] -2 ❑ \ / GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN E--❑-H -Ef ❑ WEEDS. ALL TOPSOIL AREAS TO BE RAKE TO REMOVE \ \ ty DEBRIS AND ENSURE DRAINAGE. ❑ ❑ ❑ �N W — 19. ALL PLANTINGS TO BE TO BE IRRIGATED WITH _ w STORMWATER REUSE SYSTEM. 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING �° ❑ OF PLANT MATERIALS UNTIL THE PLANT IS FULLY \ ESTABLISHED OR IRRIGATION SYSTEMS ARE 2 ❑ ❑ LEGEND OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. ❑ ❑� ❑ 21 . REPAIR & REPLACE EXISTING TURF AREAS AS REQUIRED FOR ANY REQUIRED FOR ANY ROADWAY ❑ ❑ ❑ ❑ ❑ •'"'•• BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED \ WHITE OAK , .: SUGAR MAPLE DURING CONSTRUCTION. W � •`�' ❑ ❑ ❑ El/ El El/ El [� / \ � -� 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING N� � OPERATIONS AT NO COST TO THE OWNER. COMMON HACKLEBERRY ❑ L� � � ❑ ❑ El P, / � AMERICAN ELM 1 I E� [Y D 0 0 El ❑ ❑ ❑ ❑ ❑ / RED MAPLE RED OAK � i ❑ ❑ ❑ ❑ Li Li Li 77 El El � / � 0 20 40 80 FEET ❑ ❑ ❑ SOD UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 LSCAPE 1 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND OTNAM A RFC ENGINEERING , INCHam Lake, MN 55304 / /SOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS 1R Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C55 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Consulting Engineer s LANDSCAPE PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 3 7—1 — 15 5 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC I \ I I NOTES: I I 1 1 . SEE LANDSCAPE PLAN 3 NOTES ON SHEET 52 I 00 El El El El El El El El El ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 k] ❑ ❑ ❑ ❑ ❑ 000, 000000p0000 ❑ q0 ❑ ❑ 000101:11:1 ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑i ❑ ❑ ❑ ❑ ❑ ❑ p ❑ ❑ ❑ ❑ ❑ q ❑ ❑ ❑ ❑ 17710I1:11:11:11:11:11:1 qb9% ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E ❑ E ❑ ❑ ❑ 1 11 ❑ ❑ ❑ ❑ ❑ E ❑ E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑�❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 7 ❑ 8 ❑ ❑ ❑ 9 0 � , El El El F-1 El El F` I y F-1 F 0 F-1 0 El �I ❑ •• ❑ 11 ❑ ❑ ❑1 I Q 1 11:111:1 1 Q 1 ❑I P ID I❑ L10 5 ❑ ❑ ❑ • 46 ❑ 0 J � `� � j �N LEGEND - - o 0 0 0 4T T� E I1CI M M ❑ ❑ ❑ ❑ ❑ Ill ❑ ❑ ❑ ❑ E Ill ❑ ❑ ❑ ❑ ❑ \ / ❑ 11 �1:1 N N �E] rn ❑ ❑ oo0 -' " BALSAM FIR \ ' El F-1 El I E0 11 El E E Ij El E El 11 E I I1 ❑ ❑ \ ❑ ❑ 1:1 I❑ WHITE OAK 41 i Q Q q El q ❑ Q ❑ E] E 11 11:1 21 1 \41 ❑ ❑ ❑1:1 � ❑ ❑1:1 El ❑ ❑1:1 El ❑ 64}00 ❑ ❑ ❑ ❑ ❑ AMERICAN ELM 9 7 5 ❑ ❑ ❑ ❑ ❑ 2 ❑ 1 \ 6 4 3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ I❑ ❑ Li Li Li n ❑ W \ M RED MAPLE I Z J — — I '.�•� SUGAR MAPLE W ElEl ❑ ElElEl El El41 w W M _ M \ W \ I s zi M W I 4.4% 4.27 COMMON HACKBERRY NI ❑ ❑ ❑ 5 \ 4 ❑ I ❑ � I I RED OAK /E:1 Lj Lj ❑ DY ❑ E ❑ ❑ Ll Ll Ll Liw � PON , [771777TQ71 ❑ E ❑ ❑ ❑ ❑�0 ❑ ❑ ❑ ❑ ❑ ❑ M I� ❑ ❑ ❑ SOD / f 611 3 % \ 41 3 6z oo 6 41 1 `, t ❑ II ❑ ❑ ❑ 3 2.9% 2 � � 7 I w W W w W — W W M I \ ❑ 6140 ❑ ❑ ❑ M / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ II \ ❑ ❑ 1 1 ❑ ❑ ❑ ❑ 9% I 7.0% ❑ / 1 ❑ ❑ 8 ❑ / 0 20 40 80 � w l ❑ El I El El Elk% El El El El El El FEET UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 LSCAPE 2 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M r E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 my COMCAST (952) 607 4078 DULY ERSSIONALRFC ENGINEERING , IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS � Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T! LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C56 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s LANDSCAPE PLAN800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 156 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC NOTES: 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR VISIT THE WEBSITE CALL811 .COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIALS. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE CITY OF HUGO PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE TREE TABLE 1 ( SHEET 5 0 ) TREE TABLE 2 ( SHEET 51 ) LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT 6.1 . ALDL PYLANTS SHALL BIEG STAARD FREENFDROMS DISEASE, PESTS, WOUNDS, SCARS, ETC... TYP E NUMBER SIZE (IN ) TYP E NUMBER SIZE (IN ) 6.2. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. 6.3. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. 6.4. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. BALSAM FIR 0 4 BALSAM FIR 30 4 6.5. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING , FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP WHITE OAK 8 4 WHITE OAK 11 4 TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT/FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11 . REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. AMERICAN ELM 14 4 AMERICAN ELM 12 4 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY CITY OF HUGO FOR THE NEED OF ANY SOIL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MNDOT STANDARD SPECIFICATION 3877 FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS. MINIMUM 4" DEPTH OF NATIVE TOPSOIL SHALL BE PROVIDED FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR ALL TREES. RED MAPLE 11 4 RED MAPLE 10 4 16. FOUR INCHES OF SHREDDED HARDWOOD MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. MULCH TO BE FREE OF DELETERIOUS MATERIAL. 17. EDGING TO BE SPADED EDGE, UNLESS OTHERWISE INDICATED. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREES TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. 18 ALL BLUEGRASS DISTURBED 'AREAS TO BE REE OF LAWNODDED WEEDS. ALLSTOPSOIL AISE REAS NOTED. TO BEOD RAKEOTO BE STANDARD DDEBRIISNANDT ENSUREN AND DRAINAGE. SUGAR MAPLE 11 4 SUGAR MAPLE 11 4 19. ALL PLANTINGS TO BE TO BE IRRIGATED WITH STORMWATER REUSE SYSTEM. 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEMS ARE OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 21. REPAIR & REPLACE EXISTING TURF AREAS AS REQUIRED FOR ANY REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. COMMON 13 4 COMMON 15 4 HACKBERRY HACKBERRY RED OAK 11 4 RED OAK 6 4 EEG E N D BALSAM FIR SUGAR MAPLE WHITE OAK COMMON HACKBERRY SEED TABLE 1 ( SHEET 50 ) SEED TABLE 2 ( SHEET 51 ) IrA MIX NAME AREA (SF) MIX NAME AREA (SF) AMERICAN ELM RED OAK HARDY HARDY SOD BLUEGRASS 187, 813 SOD BLUEGRASS 172, 136 RED MAPLEEl El El I SOD MIX M I X UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 LSCAPE 3 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND ONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 / /��pa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C57 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consulting Engineer S LANDSCAPE PLAN 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7—1 — 15 7 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 10 20 30 40 7••� STA = 3+50 0 IGINAL I. L =930 4 ,� .� 7 DESIGN E =933. 6 7 STA = 1 +50 STA = 2+00 DESIGN E RTHWOR ORIGINAL L =929 9 ORIGINAL L =929 9 VF =0 D SIGN E =930. 3 D SIGN E =930. 5 VC =0 DESIGN E RTHWORK DESIGN E RTHWOR VF = 12 VF =0 VC =0 VC =0 1' t` 7.• 7. 9,-1. � 4 STA =7 + 13.96 STA =7 +95.09 STA = 3+00 ORIGINAL L =929 9 ORIGINAL L =929 8 ORIGINAL L =930. 1 D SIGN E =930. 3 D SIGN E =930. 8 DESIGN E =931 . 0 DESIGN 9125 E RTHWOR < DESIGN EARTHWOR < DESIGN EARTHWORK VF =6 VF =2 VF =2 VC =0 VC = 1 VC =2 1 7••� • � 7• • � 7• STA = 1 +00 STA =7 +79.43 STA =7 +57.50 ORIGINAL L =930 0 ORIGINAL L =929 9 0 IGINAL L =929 8 995 DESIGN E =930. 9DESIGN E =930. 1 DESIGN E =930. 6 995 DESIGN EARTHWOR < DESIGN EARTHWOR < DESIGN E RTHWOR VF = 14 VF =2 VF = 1 VC =2 VC =0 VC = 1 930 1 •�` • 7. 7.'� 7. STA = 0+50 STA =7 +69.27 STA = 2+50 ORIGINAL L =930 0 ORIGINAL L =929 .9 ORIGINAL EL =929 9 995 D SIGN E =930. 8 D SIGN E =930. 8 D SIGN E =929. 0 995 DESIGN EWHWORK DESIGN EARTHWOR < DESIGN E RTHWOR VF =2 VF =5 VF =3 VC =2 VC =0 VC =6 0 30 20 1 1P 20 30 0 50 50 0 30 20 1P 1P 20 30 0 50 50 0 30 20 10 1P 20 30 0 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC001094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g UD ��� 06/29/22 OUTLOT CONFIGURATION ;0MINNESOTA. SHEET:C58 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consu Iting Engineer S CROSS T SECTIONS TIONS 800-252-1166 651-454-0002 DATE REG. NO. FILE: 37-1 — 158 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 10 20 30 40 940 O 12.0 M 7 1 • 7,•� 930 STA = 4+50 STA = 5+50 ORIGINAL L =930 5 ORIGINAL L =929 9 D SIGN E =935. 0 D SIGN E =932. 8 STA =7 +63.95 0 IGINAL L =930 0995 DESIGN E RTHWORK DESIGN EIRTHWOR < DESIGN E =930. 3 VF =0 VF =28 VC =0 VC =0 DESIGN E RTHWOR VF =5 VC =0 STA =7 +40.72 ORIGINAL L =930. 1 12. 0" STORM D SIGN E =932.94 STA = 6+50 ORIGINAL L =930 6 ' `� DESIGN EARTHWORK DESIGN E =930. 8 VF =60 VC =0 DESIGN E RTHWOR VF =4 STA =7 +24.40 VC = 1 ORIGINAL L =930 5 DESIGN E =935. 9 DESIGN EARTHWORK VF =0 VC =0 77. STA =7 +24.34 0 IGINAL L =929 9 DESIGN E =933. 8 STA =7 +33.52 ORIGINAL L =930 7995 DESIGN E RTHWORK DESIGN E =931 . 6 VF 104 VC =0 D ESIGN RTHWOR VF =8 VC = 1 7••� 1•'1� 1"'.00" STORM 7' 7. 0 STA = 4+00 STA = 5+00 STA = 6+00 ORIGINAL L =930. 1 0 IGINAL L =930 4 0 IGINAL L =930 9 DESIGN E =935. 9 DESIGN E =934. 4 DESIGN E =931 . 3 ro DESIGN EARTHWOR < 925 DESIGN E RTHWORDESIGN EARTHWORK VF =0 VF = 1111 VF =81 VC =0 VC =0 VC = 1 0 30 20 10 1P 20 30 0 50 50 0 30 20 1P 1P 20 30 0 50 50 0 30 20 1P 1P 20 30 0 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC002094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g UD ��� 06/29/22 OUTLOT CONFIGURATION ;0MINNESOTA. SHEET:C59 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consu Iting Engineer S CROSS T SECTIONS TIONS 800-252-1100 051-454-0002 DATE REG. N0. FILE: 37-1 — 159 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 10 20 30 40 930 STA = 1 +00 STA = 9+50 ORIGINAL L =930. 1 STA = 8+00 ORIGINAL EL =929 8 D SIGN E =930. 2 995 ORIGINAL I. L =929 9 995 925 _ DESIGN E =930. 0DESIGN EARTHWORK DESIGN E RTHWOR DESIGN EARTHWORK VF 19 VF = 13 VC =0 VF =9 VC =3 1 .� 7. 1930 930 �.•� •. 1,•� 930 STA = 7+50 STA = 9+00 STA = 0+50 995 0 IGINAL ELL =930 0 ORIGINAL L =929 9 995 DESIGN EL. D SIGN EL. =930. 8 DESIGN E =930. 4 DESIGN EARTHWORK DESIGN EARTHWORK ESIGN EARTHWORK VF = 1 VF =4 VC = 1 VC =2 VC =0 STA = 8+50 0 IGINAL ELL =930 2 STA =7 +38.06 DESIGN E =930. 4 STA =8 +39.21 0 IGINAL L =930 0 0 IGINAL L =929 9995 DESIGN E =930. 0 DESIGN E IRTHWORK DESIGN E =930. 3 VF =9 DESIGN EARTHWOR < VC = 1 DESIGN E RTHWOR VF =6 VF = 12 VC =2 VC =0 7. STA = 7+00 STA =7 + 12.06 STA = 0+00 995 ORIGINAL L =929 8 ORIGINAL L =930 0 0 IGINAL L =930 0995 DESIGN E =930. 3 DESIGN E =930. 9 DESIGN E =930. 0 DESIGN EARTHWOR < DESIGN EARTHWORK ESIGN E RTHWOR VF = 13 VF =3 VF = 16 VC =0 VC =0 VC =0 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 0 L 1 1 0 20 30 0 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC003094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g UD ��� 06/29/22 OUTLOT CONFIGURATION ;0MINNESOTA. SHEET:C60 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consu Iting Engineer S CROSS T SECTIONS TIONS 800-252-1100 051-454-0002 DATE REG. N0. FILE: 37-1 — 1 60 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 10 20 30 40 �' 930 7•• 1' � 7.•� 1 ' 7••S� STA =8 +04. 17 STA = 4+00 STA = 2+00 ORIGINAL L =929 9 0 IGINAL L =930 4 995 ORIGINAL L =929 8 995 92.9D SIGN E =930. 5 D SIGN E =930. 2 DESIGN E =930. 19 DESIGN EARTHWORK DESIGN EARTHWORK DESIGN E RTHWOR VF = 1 VF =3 VF =7 VC =0 VC = 1 VC = 1 1' 7.•� A\' � 7.• 1 7•'4 STA =8 +62.65 STA = 3+00 STA =8 +85.28 ORIGINAL L =929 9 ORIGINAL L =929 9 0 IGINAL L =930 4 D SIGN E =930. 7 D SIGN E =930. 0 D SIGN E =930. 6 DESIGN 995 E RTHWOR DESIGN E RTHWOR < DESIGN EARTHWORK VF =3 VF = 10 VF = 13 VC =0 VC = 1 VC =0 1' �` 7.•� 1' b` 7.•� IV- 7•'� CP.10 STA = 1 +50 STA = 3+50 0 IGINAL L =930 0 ORIGINAL L =930. 1 995 DESIGN E =930. 3 STA = 2+50 DESIGN E =930. 6 ORIGINAL L =929 ,9 DESIGN 995 E RTHWOR D SIGN E =930. 4 DESIGN E RTHWOR VF VC 1 DESIGN E RTHWOR VF 10 VF =3 VC =0 VC =0 •. 930. � , • 7•. 7•.� 930 STA =8 +07.83 STA =8 +25.22 ORIGINAL L =930 0 STA =8 +32.81 ORIGINAL L =930 ,0 D SIGN E =930. 7 0 IGINAL L =929 8 D SIGN E =930. 8 DESIGN995 E RTHWORK DESIGN E =930. 9 DESIGN RTHWOR VF =3 DESIGN EARTHWORK VF =6 VC =0 VF =6 VC =0 VC = 1 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 I I I I i I UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC004094 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M �#Ej'jMY GOODVIEW ESTATESDATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS NDO AM A RF ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE V LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C 61 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Cons u l t i n Engineer S CROSS T SECTIONS TIONS 800-252-1166 651-454-0002 DATE REG. NO. FILE: 37-1 — 1 61 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 10 L 10 20 30 40 50 50 40 30 20 1 10 20 30 40 50 50 40 30 20 1 10 20 30 40 STA =8 +25.44 995 0 IGINAL L =930 0 995 9 . In 930 DESIGN E =931 . 5 ESIGN EARTHWORK STA = 7+00 STA =8 +26.53 VF =21 q 2.9 ORIGINAL L =929 4 91,015 995 ORIGINAL EL =929 2 995 VC =0 D SIGN E =929. 8 DESIGN E =930. 5 DESIGN EARTHWOR < DESIGN E RTHWOR VF =37 VF = 17 VC =0 VC =0 93n 7=k�' 9,-1 n q -1.9 9--1 i 5 9,35 935 STA = 5+00 995 ORIGINAL L =930 0 2.0% • � �, D SIGN E =931 . 3 DESIGN E RTHWOR STA = 6+50 STA = 8+00 VF 53 ORIGINAL L =929 4 91le 5 995 ORIGINAL ELL =929 2 995 VC = 1 D SIGN E =930. 3 D SIGN E =930. 3 DESIGN EIRTHWOR< DESIGN E RTHWOR VF =63 VF =31 VC =0 VC =0 995 STA = 4+50 995 q3n �•.� 7••� 1. ORIGINAL L =929 9 D SIGN E =930. 8 STA = 6+00 STA = 7+50 DESIGN E RTHWOR ORIGINAL EL =929 5 0 IGINAL ELL =929 2 995 VF =29 D SIGN E =931 . 12 DESIGN E =930. 1 VC =2 DESIGN EARTHWOW DESIGN E RTHWOR VF =71 VF = 15 VC =0 VC =0 7 930 . A� 7• STA =8 + 10.25 0 IGINAL L =930 4 DESIGN E =930. 7 STA = 5+50 STA =8 +24.96 ORIGINAL L =929 5 0 IGINAL EL =929 4 995 DESIGN E RTHWOR D SIGN E =931 . 7 DESIGN E =930. 9 VF = 1 VC = 1 DESIGN EARTHWORK ESIGN E RTHWOR VF =28 VF = 1 1 VC =0 VC =0 0 30 20 1 1 20 30 0 50 50 0 30 20 10 1 20 30 0 50 50 0 30 20 10 10 20 30 0 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC005094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT DULYSUPER I NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g UD ��� 06/29/22 OUTLOT CONFIGURATION ;0MINNESOTA. SHEET:C62 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Consu Iting Engineer S CROSS T SECTIONS TIONS 800-252-1100 051-454-0002 DATE REG. N0. FILE: 37-1 — 1 62 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 10 L 10 20 30 40 50 50 40 30 20 1 10 20 30 40 50 50 40 30 20 1 10 20 30 40 7� Wetland 7. etla�.�b �'•� etland �••IN i STA = 9+40 STA = 0+00 STA = 1 +50 ORIGINAL L =929 8 ORIGINAL L =930. 1 ORIGINAL L =930 0 D SIGN E =930. 8 D SIGN E =931 . 3 ro DESIGN E =932. 5 DESIGN995 EARTHWOR < DESIGN E RTHWORK DESIGN EARTHWORK VF =24 VF t47 VF =27 VC =0 VC =0 VC =0 Wetla d � In 93oetla d� 1.• 93n q3n ,�•. •�3 etland �'•�` STA = 9+60 STA = 1 +40 STA = 9+00 0 IGINAL L =930 0 ORIGINAL ELL =930 0 0 IGINAL L =929 5 D SIGN E =930. 0 D SIGN E =932. 0 995 DESIGN EARTHWORK ESIGN EARTHWORK DESIGN EWHWOR < VF =9 VF == 113 VF =38 VC =0 VC =0 etland 7 �• � � 1.• i • � •�3 Wetland A\ i STA = 9+50 STA = 1 +00 STA = 8+50 ORIGINAL L =929. 1 ORIGINAL L =929 9 995 ORIGINAL L =929 4 995 92.9 DESIGN E =930.74 DESIGN E =932. 0 995 DESIGN E =930. 4 DESIGN E RTHWORK DESIGN EARTHWORK DESIGN EARTHWORK VF =3 VF == 132 VF =4 VC =0 VC =0 VC =0 Wetl nd i �. .� Wetl r�d.� In STA =8 +46.21 STA = 0+50 STA =8 +44.46 ORIGINAL L =929 9 ORIGINAL L =930. 1 995 ORIGINAL L =929 4 DESIGN E =930. 8 DESIGN E =932. 0995 DESIGN E =930. 0 DESIGN EARTHWOR < DESIGN EARTHWORK DESIGN EARTHWORK VF =3 VF 104 VF = 14 VC =0 VC =0 VC =0 0 30 20 10 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC006094 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPERI ND A RFC ENGINEERING , IN Ham Lake, MN 55304QQpa�� S�A*� CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEEE LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. SHEET:C63 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer S CROS T AELTIONS800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 — 163 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 20 30 0 50 50 0 30 20 1 10 20 30 40 935 930 STA = 3+00 930 D SIGN E =937. 0 DESIGN EARTHWORK VC =0 STA = 2+50 D SIGN E =935. 0 DESIGN E RTHWOR VC =0 7.•1 Wetland 1 '� i 0 IGINAL L =931 7 D SIGN E =933. 0 VF == 100 VC =0 Wetland .•� STA = 1 +60 ORIGINAL L =930 2 D SIGN E =932. 0 STA =9 +25.53 DESIGN E RTHWOR D SIGN E =938. 6 VF =26 VC =0 DESIGN E RTHWOR VC =0 0 30 20 1 1 20 30 0 50 50 0 30 20 1 1 2010 0 50 50 0 30 20 1 1P 20 30 10 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: RC007094 CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M , N Ei�( MY GOODVIEW ESTATES DATE: 07 06 22 COMCAST (952) 607 4078 DIRECT SUPER IS ND OTNAM A RFC ENGINEERING , IN Ham Lake, MN 55304 SQpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112 ENGINEE E LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 Q�g ��� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. ■ SHEET:C64 OF 67 HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Cons u l t i n Engineer S CROSS T SECTIONS TIONS 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 — 1 64 PLOT DATE:7/06/2022 12:04 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC INV=g28.2CD 0 � 36"RCP - SAN NH \ O CJ RIM=g33.52 0° / N MH ----------- l0� N IN 1 35TH STREET N. INV=926.77 W. 135TH STREET N. 0 RIM=g27A7 / ;2 Fool LIDAR INV=g26.87 S. INV=g27.g2 W. A2EA�UW WITHQS OUT li P T NV=g28.02 S. /� o - I � I --- - ELEVATIONS. NOT T _ I GOODVIEW -/ F D IRO 12 FOOT LIDAR I � � �- �� � 1 _ _ � � FOUND I/2" 20N PIPE I � \ � AFIELD VERIFIED. II ON P RCEL LINE. AREAS WITHOUT SPOT 1 36 �2 FOOT LIDAR i q� I I MAR ED RLS 14881g I /'�i CONTOURS SHOWN IN I / INVRcaB 2 (9,36 � �1ARKED RLS 1488gvCONTOURS SHOWN IN O 34 J I g34J ELEVATIONS. NOT 6 ON PARCEL INE. \ \ FOUND I IRON PIPE OUND /2" I ON PIPE FOUND P.K. NAIL AND AREAS WITHOUT SPOT I q34 - r-� r. . , I -- -- FIELD VERIFIED. INV=g28.1 __ I �_q34 " ,r I I I r, I-,-, „ " , I -MARKED R S 1488q NARKE RLS 41576 DISC AT THE EAST ESTATE S F< ' /-� /-lF- /-- FiI'i/"\l/r/ � U' I ,� /rr ' \L----- 6 hj , , . .. ,r, , r , /4 CORNER OF SEC. J ELEVATIONS. NOT i„r1 ., L_ L_ . , I -g331.8-t L. L. , , .. , r<�'r�i i ON P RCEL NE. l FIELD VERIFIED. C NORTH 1-10e.-OF Nt)`r - - J 6 �� "" ' ON PARCE LINE. M /� 2q, T31, R21 \ -------T-------1 THE SE 1/4 OF I q32 I I d �o WETLAND DI / 9� w v g34.0 233 SOFT. \ o >> / / m a, a- / g =g3 I SECq�T31, R21 9 5 E , \ / "� 6 x o ,------ ���' 932 \ 26 - _- �� --- 936� P + g31.0-r l 9�0 9�i 9�!i 9�� 9�� Xg32.290� 19 � q32' �? - a2 q3 INV=g28.0 9� h� --- 3 8 / X933.2 - �3J.Z O. ,-- Xg31.6 a o o , 9 �� rn q3 q3 I8"CMP rn� ? Xg33.4 rn3 q3� / Xg35.4 - 0.5 932 Xg34.8 -- --- I --- _ g30.0 0 Xg31.6 ° GRAVEL DRIVE 6/ a3 g30.8 X g33.1 X g33.2 Xq3 .1 g31.2 �G/ 1,5 �/ g33.7 9� Me \ I -g32.o 93 ii! p // xg35.7 I \ INTEGRITY LAND DEVELOPMENT FOUND STONE I -g2q.8 q5 SB-W Xg33.q Xg31.7 Xg33.0 L Xg32.q Xg34.7 i 0 rn , D , I / g30.7 SB 4 rn0 NV=g27.6 X g31.6 / X g32.q �Xq30.� WETLAND B g30.0 8"CMP Xg31.5 Xg34.g MONUMENT 0.2g30.28 0l ' Xg31.1 Xg32.4 Xg324 / / 9 I ATTN: TODD GANZ E OF PARCEL 16,6OI $Q.FT. LLC g30.6 c�32 g2g 86 g 6 Xg31.1 Xg35.3 // g34Xg33.7 Xg33.3 wVP Xg36.q 33 L Xg33.g Xg31.2 g32.0 INV=g28.1- PHONE: 612-369-2747 CORNER. � xg3o,q L X g30.2 IS"CMP MONUMENT IS o SB_ Xg31.a LEANING EAST. / o �g30.50 SB 5 n x 33.6 Xg32q Xg32.q Xg322 g28.75 Xg31.5 Xg322 Xg32.q Xg35.3 �r LU td anz@ mail.com / INV=g30.2 a Xg31.2 Xg31.3 / q29. / \ // Q B 7 3 g g INV=g30.0' 6"DT X q3 L2 X g31.6 q2q. X g31.8 X NO.7 �O 6'DT 2g 4 X g31.1 Xg32.6 5.68 Z �EMA OD ZONE X, Xg31.5 SB 3 ` 0� g30.g g \ SB 6 - - - - - - I 93 Xg33.8 TSB SF 2 Q w q3 - � - - - J 6 _ \ g31.g8 FE_MA_FL_00_D Z NE X xg35.3 g32.5g g30.75 - Xg31A L- - J I Xg3 .4 (,D Z --- Xg30.3 Xg33.6 J 92q,q Xg31.7 Xg32.7 Xq 3.5 Xg35.2 \ 1\ Xg32.6 Xg32.5 I I ~O Z COUNTY CITY: TSB 2 a � Xg30.7 g30.g Xg30.5 g30?� SB SD-U \ Xg33.8 Xg34.7 O - OO Xg30.5 X 4.1 g31.g Xg31.7 L co g30.62 xg32.8 _ � g2g.7-,\ 0 Xg33.0 /S<g31.1 N 9 Xg33.0 Xg33. \ WASH 1 N G TO N IQ a �I 93(gk X930.7 Xg30.5 9� �-- - g3tl� N a �� SB SD-W \ g32.44 U Xg30.7 20. g2g.06 X932.4 9 g32.2 C O U IV TY 3 O � �- - q2 .g P rn q2 .3 X 31.q \g33.g Xg326 �� Xg35 F, �D J - O cn~Q I X930.6 \ \ Xg31.O °^ 02°' X930.6 o v Xg31.6 �� Xg32.q Xg331 �\ SB SF-W2---- � ✓ < 934 o o � g3a.g g32.05 9 I C �1� 0 I� \ UPLAN U x g3zg 11 O z w>o I � Xg34. Xg30.7 ` 3 INV=g28.g WETLAND F1 � / Xg3o.6 Xg30o8 O 2"CMP �g32 3 �3q w� � Xg31.2 �- x o 546 SOFT. a3 g30.5 Xg31.5 � �Xg31.2 Xg31.1 928,g rn2°"' '9� 4.5 "� 6 g31.O 99 aq°\ Xg31.2 Xg32.2 --\,\ � o �d U CG 0 SB SC-U �p� - - - - - - - - INV=g2g.2 q 14.2 S SF W < o o g31.8 930. X g32.8 X g30.6X g30.6 L - - - - - - - - - - - 01� 9� 505 SO.FT. \ 6 O 9 g31.IO I �9 �q �� WETLAND F2 FEMA FLOOD ZONE SHADED X X g33.5 X g30.5 X g323 8 O < SB SC-W � SB 10 WETLAND D q - - � r - - � o,rn6 wv=g3o.4 �\ � INv=g3o.5/ WETLAND F 93 xg3o.a 9. 7 Nv=g2g.3 - / 1q,86q SQ.FT. 2 q3 o 930A2 J -q? 3 I SQ.FT. FE_MA_FL_00_D_ X WETLAND C g2q.71 , x g31.2 - 24^cMP x x x x \ Xg30.3 EDGE OF ICE-) Xg323 Xg31.6 INV=g2q.5 �06 �� o NV=g31.4 NV=g32.1 2q7 2,068 SQ.FT. Xg31.O Xg30.q NV=g28.4 Xq .8 12"CMP Xg31.8 I 15"CMP Xg33.3 I SB SP- 2"CMP SB Xq 2.1 9 " �g30.4q Xg30.3 Xg30.6 NV=g28.4 WETLAND EI 6 O Xg30.5 r ` Xg3A Xq3 Xg30.g Xg31 X/ g3L40 Xg32.4 Xg324 \n Xg31.O g30.1 V=g26.4 C g360II SQ.FT. \ + / X�13417 J / Xg31.2 TSB I SB g Xg30.2 x a SB SE-U \ Xq3 Xg31.5 Xg31.6 Xg325 o3Nh / ��g c� c� X g30.7 X g323 3.g g30.g8 I ( Xg34.6 Xg31.1 g2g.g3� Xg30.1 L 92 L g2g.73 � // �\\ �I \g34.7 / -`-9 19 RAVEL D IV 0 Xg30.6 Xg32.0 / 9� oL° 42q.� g30.5 ' 0 W / / 33 s g30.6 I Xg30 Xg30.0 g2g.q - q2°3 9?9 3� '032.7 g34.0 / / 9P q T, Xg30.5 Xg31 2 \�/ 9 6 30"CMP 3 / 9R �� �9 WL - q�2q� 2 �� ° 9 SHED S® GAZEBO n0 en rog3�.1 S6 II g34- NORTH ^� / I S � - w�_ q30. t�0 g37.3 /� g-5.0 90 0 1 00 L 00 y � X g30.5 X g30.1 � 9 � '� o- ��] \ �FLOOR X Xg31.6 - �g3d.7 929q WL 8 g27.3 / h INV=g28.5 Xg31.1 / q35� 0 3Z6 / �� =g35.8 P / X g30.3 X g2q.l �(/ 'I. q &2 X g33.4 I - 36.2 k- I / 9 / i'EDGE OF ICE o2 INv=q28 2"cMP 6 / > - `� / EDGE 0 ICE FLOOR---- m -FLOOR qs / G135.2 33- I Xg30.g 0 g30.0 g27.4 R N 9 27.3 NV=g28. + /INV=g2q.0 WETLAND E 3 7 iyJ Xg3L2 °� Xc13O.2 �(i °\ 9�� `,� �\ G� i I 90 12"CMP /\�✓ XC1336 -g35A =g3q.q / G - - 12,680 SQ.FT/. l Xg30.q - SH Xg35.3 �� R Q \ --`1� MA FLOOD ZONE Xti / / '` \ F xg32.2 q35. Eo r r a Xg2g. �- 3 > � L.� Xg2g.g � Xg30. 93 � - - - - - - J � � `WETLAND A 55 _ Xg34.g g38. `_ - �Cg2q.6 p Q g27.81 \ 1 5 6+ ws i G X932.6 g37.7 - ---- .7 fb Xg31.7 L � r /✓; NORTHONLY INE xg3o g a 9�R 0 g30.1 Xg31.1 Xg31.3 92 g2q.2 g27.4 0 - r_ 92e 93p.5 � 1\ q3 g36.0 \` 9. Xg30.3 0g Q r �' 6 Xg30.1 \ -FLOOR \ _ , R N89 16 04 W o � Xg2q.6 2q.7 / �J G� r' g30.� 1 9 9� o ee =g38.4 \ n Xg31.5 g2q.4 92q. h r c\I O g30.1 q2 0,3\�'� EDGE q27 1 g2g.2 g -g27.4 ,� i 9� Xg31.1 ? (WEST 40 RODS, ° \ c y4 Xg30. 660.00 FEET DESC. I \ J Q.3 Xg31.2 SB SA-W xg31.g /--OF ICE I g IQ ) 6 1 SB SA-U g27.5 / INV=g26.8 g30.01 --- �ti�' TOP cMP � 6 Xg30.5 3 g2g•32 g30.2 a Xg30.8 0.1 Xg2g.0 / / 2qX 8.4 `-g27.a 0 12 FOOT LIDAR z - - - _ - - - 92g 1 coNTouRs SHOWN IN REVISIONS: wL h / g2q.3� �2 FOOT LIDAR AREAS WITHOUT SPOT -" LL g rn r - INV=g26.g --� O -- I ELEVATIONS. NOT � 9 Xg2q.0 � g27.4 / TOP CMP I J ?- 3 w - g2q.5 > � / I / / CONTOURS SHOWN IN I FIELD VERIFIED. Z ` ^. g2q.8 AREAS WITHOUT SPOT 1 ---------------1 DATE REVISION i 6 SB 8 \ Xg2g.0 0 'cv 9� \ xg28.g I ELEVATIONS, NOT I 1 1-1-21 PRELIMINARY ISSUE 9R �#Cg2g.2 g2g.32 \ Xg2 6 1 1 xg2g.o \`WETLAND A SB 12 LFIELD_VERIFIED______I 12-23-21 ADDED PARTIAL 3 o cn - - - - - - - o�� NORTH LINE �g2q.20 TOPOGRAPHY Xg2q.2 NORTH�LINE' �SB 3 Xg28.7 ��� ONLY J 4-12-22 PRELIMINARY PLAT ---�---i Xg2q.4 ONLY g28.3g Z O Xg2q.3 g28.7 0� n C ��~ LL �L� 1 - Q o 011 Xg2q.2 / FEMA FLOOD ZONE SHADED X Co " o w r 1CS xg2g.2 �/ 92& 2 FOOT LIDAR L - - - - - - - - - - - / M (Oj � � z\\ � O CONTOURS SHOWN IN ~ s - >k Xg28.6 xg28.4 AREAS WITHOUT SPOT O w z W 6 O >1 Xg2g.l Xg2q.o w (\ O O O O n Xg28.7 ELEVATIONS. NOT �Z�w�1 /4IZ ll O Xg28.7 xg2g (FIELD VERIFIED. ( °� = O w 9 LN U Q y SI �------------ 1 � O -J C) O Xg2g.6 ` X�g\ Xg2q.0 l X g28.8 X g2g.0 \ xg2 ��� CERTIFICATION: Xg28.6� - � � �- - - � Xg2g.7 - - - - X g2g.l Xg2q.0 L - - - - - - - - - x O xg2g.7 � I hereby certify that this plan was prepared by Xg2g.4 r - - - - - - - - - - - � I- - - - - - - - - - � �� - � xg2g q � me, or under my direct supervision, and that I am xg2q.2 - - - - - -2 FOOT LIDAR xg2g�o _ _ _ _ _ _ _ SE COR ER OF a duly Licensed Land Surveyor under the laws of SOUTH LINE OF NI/2 (CONTOURS SHOWN IN / xg2g.3 , J OF THE SE 4 OF EFEM FLOOD ZONE X, x THEN 1/4 OF the state of Minnesota. , AI _ AREAS WITHOUT SPOT FOUND 2" IR N PIPE \ OF THE SE 4 OF FEMA FLOOD ZONE�� i - - � I SOUTH LINE OF NE I/4 - - - - q 2q, T31, R21 _ I / THE SE I/4 OF - - - _ ELEVATIONS. NOT x�2�8 AOUPDRCEL IRON PIPE xg2g.1 �--/ - - - - - - FIELD VERIFIED. / / SEC. 2g, T31, R21 - / xg2q.o / / � �� - �---------------1 / MARKED RLS 1612 0 /- - SEC. 2q, T31, R21 `\ I f CORNER Xg2q.I / DISTURBED \ 11 /--g28.0 � I ` - - - - - - - _ - - - �- J r �I Daniel L.Thurmes Registration tuber: 25718 I � � I Xg28.q Xg2q.2 Xg26.g - x/ Date:__1 1_1_21------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I-MkiQ _ � - - I - (40 RODS, 660.00 _ _ _ _ _ NSP EASEf1ENT PER BOOK 2q8 OF DEEDS, PROJECT LOCATION: 199°59 �27'� - �� PAGE 802 & DOC. NO. 3145752 L _ FEET DESC) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 LFEMA FLOOD ZONE SHADED X - - - - - ",r;~_ .1 , ;- ,' ,;,,); ;,"„ LL IIL/ L L_ /-1 L L L GOODVIEW AVE. N . L PID#2903121410003 - - - - - - - - - - - Suite #200 LEGAL DESCRIPTION: TITLE NOTES: SURVEY NOTES: LEGEND 1970 Northwestern Ave. WETLAND NOTES: Stillwater, MN 55082 ♦ ♦ Phone 651 .275.8969 The following Legal Description is as shown on Legacy Title as The following survey related items are as shown on Legacy 1 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY 1 . WETLAND FLAGS WERE LOCATED BY � FOUND CAST IRON MONUMENT danC@cssurvey agent for Stewart Ttile Guarantee Company Title Commitment Title as agent for Stewart Ttile Guarantee Company Title COORDINATE SYSTEM NAD 1983. CORNERSTONE LAND SURVEYING, INC. ON net No. MN27523, dated December 14th, 2021 . Commitment No. MN27523, dated December 14th, 2021 . 2. UNDERGROUND UTILITIES NOT SHOWN. 10-31 -21 . • FOUND MONUMENT(AS NOTED) 3. SPOT ELEVATIONS IN AREAS OF FIELD TOPOGRAPHY 2. WETLAND DELINEATION BY: The North 112 of the Southeast 1 /4 of Section 29, Township County Ditch, and any Easements therein, in favor of the DATED 12-22-21 . OTHER AREAS SHOWN WITHOUT Kelly Bopray Q SET IRON PIPE MARKED WITH MN LICENSE NO. 2571 8 31 , Range 21 , Washington County, Minnesota, except that County of Washington. SPOT ELEVATIONS SHOWN PER LIDAR DATA OBTAINED Bopray Environmental Services, LLC TV CABLE TV PEDESTAL art of the above described property as follows: Commencing FROM THE DNR MNTOPO WEBSITE. NOT FIELD VERIFIED. k bo ra @ ahoo.com EM i BUILDING LINE p p p Y g .1 p Y Y ELECTRIC METER at the southeast corner of the Northeast 1 /4 of the Southeast Creek abuts the land 71 5-307-4577 er ELECTRIC TRANSFORMER BITUMINOUS SURFACE Quarter of Section 29, Township 31 , Range 21 ; thence North along the East line of said Section a distance of 40 Rods; � GUY WIRE thence West a distance of 40 rods; thence South a distance of � RIGHT OF WAY NOTE � POWER POLE a a CONCRETE SURFACE 40 rods to the Southerly line of the Northeast Quarter of the FLOOD INFORMATION: BENCHMARKS G" GAS METER a a ° Southeast Quarter; thence East along said line a distance of 40 FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY rP TELEPHONE PEDESTAL UT UNDERGROUND TELEPHONE CORNERSTONE PORTIONS OF THE PROERTY LIES WITHIN ZONE X AND OTHER rods to the point of beginning; subject to the rights of the WIDTHS FOR GOODVIEW AVENUE NORTH HAVE BEEN PORTIONS OF THIS PROPERTY LIES WITHIN SHADED ZONE X, ELEVATIONS BASED ON GPS DERIVED VALUES FOR (NAND 88) co SANITARY CLEANOUT Ou public for road purposes; according to the Untied States SHOWN TO BE 33 FEET FROM THE SECTION LINE. THE O OVERHEAD UTILITY LAND SURVEYING , INC. Government Survey thereof. ACTUAL WIDTH OF THE RIGHT OF WAY MAY DEPEND ON 0.2%ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%ANNUAL WATER WELL uG UNDERGROUND GAS USE. THE RIGHT OF WAY SHOWN IS FOR REFERENCE CHANCE FLOOD WITH AN AVERAGE DEPTH LESS THAN ONE MB MAIL BOX x x FENCE FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILEA AREA: PURPOSES ONLY. @ PROJECT NO. SUTG2G1010 AS SHOWN ON FIRM RATE MAP 27163C01 38E WITH AN *TREES EFFECTIVE DATE OF 2-3-2010. CALL BEFORE you Dlcl TOTAL AREA AS SHOWN = 3,055,287 SQ.FT. / 70.14 ACRES - - - - - - - DENOTES FLOOD ZONE LINE PER DIGITAL DOWNLOAD FROM THE i Gopher State One Call EXISTING INCLUDING 21 ,691 SQ.FT. OF POTENTIAL ROADWAY V TWIN CITY AREA: 651-454-0002 EASEMENT. (SEE R/W NOTE) FEMA MAP SERVICE CENTER. NOT FIELD VERIFIED. TOLL FREE: 1-800-252-1166 CONDITIONS // / - / INV=g28.2 vCD36"RCP O Q� / / \ GOODVIEW L- SAN MH // N MH O �- ------------ Id RIM=g33.52 O I 13 5TH STREET N. �� / I ES-F/k-FES 1 3 5TH STREET N. INV=g26.77 W. RIM=g34.57 2 FOOT LIDAR I INV=g26.87 S. I- � � INV=g27.g2 W. I 1 0 ----- NV=g28.02 S. AREAS WITHOUT SPOT 1 F D IRO r2 FOOT LIDAR _ _ �• -_ ^ I - FOUND I/2" RON PIPE �__ V_____ I I PRELIMINARY PLAT I � \ I ELEVATIONS. NOT 1 FIELD_V_ERIFIED. I 2 FOOT LIDAR /, MAR ED RLS 1488 CONTOURS SHOWN IN INV g2a.2 r O 6 I ON P RCEL LINE. I 'AREAS WITHOUT SPOT i / 36"RCP MARKED RLS 1488g CONTOURS SHOWN IN I �34 q34 I n I q34 (936 I -ON PARCEL INE. I SOUTH LINE OF T EAREAS WITHOUT SPOT SOUT�3&1 THE, , _- ELEVATIONS. NOT /' PLAT OF BIRCH REE FOUND I " IRON PIPE OUND /2" I ON PIPE 1 I / FOUND NAIL AND DISC h� Fr F_ F_ - " „r I i n „� „„ - � �IFIELD_VERIFIED. _ I INv=g28.1 6/ I / 34 r, \ PONDS 2N DDITION \ --MARKED R S 14659 MARKS RLS 41578 I r AT THE EAST 4 (ELEVATIONS. NOT �- PC�T OF BIR I�.� L L . , vL I q3 8-t L L \ -T-- a"CMP-- o r/< it i '� i rr _ �_ r i'i i �� "`i r " (S89 16'25"W RECORD) \ 1 1 / ON P RCEL INE.-- n I FIELD VERIFIED. _ D ION NORTH I_I0L-0E-Tfrz-, - - �- �\ 6 �� �r \ - ' °" ' ` \ ON PARCE LINE. CORNER OF SEC. 2q, L_______ vLi L/ / ----I ° I / F THE SE I 4 OF WETLAND DI \ r' q32� I i I 1,'�/ 1 \ I T31, R21 T - S89 16'25"W RECORD / / o f f 9 9 -7 g3 I 5EC�q._T31, R2 I 233 SOFT.-��\ S 9 54 2� E v� W 4� g34.0 I TPWOMM 9� 216. 9> 80. 0.02 h ^� - _ g31.0-r 0 g2 0 - - -1 0 30 �� 2 457.8 3o q2 a3 wv=g2a.o M241.72 60.00 -0.31 163.64 0 80.00 80.00 0.00 80. 0 80.00- 6 0.02 _ - - - - _ a� r - - - _--- �� _ _ _ _ _ �'_ ___-- ---- -_----_ ------- CONTACT: 12. - 33.2 Xg35.4 - - I - �31.Z q30 930. --�8"CMP 31T - m Xg31.6 �o - - =33c4 - - I I- �4� - °f33.7 �_ - - - - - \ \I I �q32. /9p �1 I%/ q�C Ip 2 1 p r I Z I I I I �� ��/ / \ 'so �T q.5 I� 7 30 I I� I I I I I I � 9���1 -� 1 GRASEL F E---���1 MBA^ \\ -g2g.8 5 /�� I p W O Io 00 O 931.7 o O Q�3.0 // \ ss O �yg34.7 O p / O O O O O O o 1 r FOUND STONE' ; , q I N I I I 72 I 73I I I �_ 11� 3 ��/ a G 6 ' / oXg32.q INTEGRITY LAND DEVELOPMENT MONUMENT 0.2" I Xg30.� WETLANC# 2 Sri 7 7 ri 1 ui / \ SB 4� o =g27.6 1 xg31.6 o� X �� 7 I I I I� I l p I l p I l p I l p 8 9 I I I p 7 0 Sri I _ D LLC "� 1 I I N ^/ g30.0 g2q.86 N(fl� V CMP q .60 �Xg31.5 - Xg31.1- - - - - - ��� Xg32.4� 2 3 4 q3x � 6 7 E OF PARCEL /� 1 01 sc l 1 1 '0.6 L- 1- I I - W I� I I� 9 70 78 / 4 \ wAlf; o _ _ _ _ _ _ _ _ _ _ _ �o co I I- I I`^ I r I I�' I I 194A I o ATTN: TODD GANZ / I �1' W Xg31. 1 L- �/ \ NV=g2�PR0T \ 6 O Xg35.3 /� 33- � \ I I I I Q I I I ` X g30.2 a"CMP 7 ��� \o �,I I I I I I I I I I I I I I I I ICORNER. ,� 3 PHONE: 612-369-2747 MONUMENT IS ^ >� Isue, WETL \\\ < \ o \ \ I Sf3 3 .3J 80.00 J L 80.0o J 80.00 J 83 15 J L80.02 J L 71.77 R-60.00 \• -- XX 6 _ 80 00 80 00 80 00 .00 80 00 80.00 80 00 80 0 80.00 ^� LEANING EAST. ' g �� �0 30 - - s� � � � � - -2 �� /�Z �� ma's o ,�J L - - J L_ - - J L - - J L - - J L - � L_ 0 J L - J L_ - 8 \ �J og u 75 XW \o -'2 tdganz@gmail.com INV=g30.2 \ gj 0 354.54 151.79 p X�al3 131 I 92 / �\ osz o / ° 750.66 B 7 0 INV=g30.0- 6"0T \ 1 4TH ST/V. �� W 9 x o7 734TH ST N. 6 7 a \ a31.2 - _ , fill I 2q.4 q2 - - Xg3La - - - - - - - \� _ I _ 798.40 _ 5.68 6"or `�/ i _ _ _ _ _ _385.25 � Xg31.1 513 6 O 398.54 M33.s 399.85 - oh �� O o �EMA QOD ZONE X, xg31s 618.31 SB 3 0 �C I"� ^^ F - - - - - - q3 2 O r-------I g3Ol xg3 3 - ati J 566.35 �g30.7" - ' -� ``� S I 339.71\ , FEMA FLOOD Z NE X 3s.3 °- � � � Xg31.4 �q9 � - - J368.47 � 321.51 '� I �co• ( � �4415 /�/ �00�0 Q) �°I ' xg31.73 �_ x 31 _ _ _ _ _ _ _ _ _ _ _ _ _ _ zo I �r / �64.9� 80.00 80.00 80.00 r 80.00� r80.00 80.00 �\ L=314.15 �\ / F F r � F_ -1 COUNTY/CITY: z can I 6 �x r °� CC \ I F q3 ' SB SD-U \� 30.65 80.00 6.00 86.00 85.8 33 30 30 1 80.00 I 1 80.00 80.00 117 81.51 1 1 _ / � I I I � I I I I I I I I �, � 3 o I X q30. O q31. 0 6> ��5 X�\ o z 1 L=33.69 : x I I I \ OL S �I / ' `1- S' N g30.62 o' 1 1� 1 to xg33. I I I I I Xg32 3 I I I I I I O g2q.7 �} 0 O p Xg31.7 p /$< LI O 6 L O\ O Q o w l 93/ �o.I \ p 1 1 p 1 p l 1 1 I I _ 1 1 6 9 SB SD-W N I 0 3.0 0 0 0 0 0 44 U o S 9 6 Xg3G o I I \ J N 9 v m o \ o 0 0 0 o WAS H I N D TO N X 3- J r7\ g331q) n r7 )Kq3 . n C O U IV -9- CS � z � k Xg310.7 �I 30 ro 1p 74 �I 17I I 1Z 11 I 10 II ---8 �I I 6 q2a� 0 3 g2q.06g .4 6 �> 4 32.63 �I �I I II I 11 8 11 7 11 1��30�1 � I� `-I I� �I I I I �I I\ � I � �I �I I 7 � / q2 .g �. q2 I I I� I I� I I�' I I� � � Xg35.0�- I o O cn Q L 135.0( q 0 \ \ col I / ° q2° Xg30.6 Xg33 l io Q>oI _ - - - - J xg34 Xg3o.7 / UPLAND u 1 I I I G2`q ��, sF-w2 934 ° 80.00 80.00 80.00 80.00 80.I�0 I l / 3 80 00 86 00t� 85 82 4•`$0 0 �8�0�60 80 00 - - J - - J L - - J L - - J � - J 0 Xc13O.7 oo L 80.0o L_ - - � - - �I L- - - -1 - - � - - � - �� C TY O F Lcv U Q w l2 . x k o O rn Q Xg3L2 480.0E - - �i \ \�I / / 16� 9 g30.8X _ 46.001�6 - R- - I� - - - ��36 S O 0 O 9 ✓ X g31.1 2g.8 c 9 0 71.Sxg32.2 �'x�4.5 32 .00 W U G 0 Z d I S o 4 3� 9 �- a x 31 2j O I� pp L 135.0013 Q -U I g32.8 Xg30.6 -X�30 Z - - - - - - - - INV=g2g� 9 rn� 4 1 EITi AN 7 \ g34 S SF�4 O - - - _ LO- 135_00 J �+ FEMA FLOOD ZONE SHADED X 1 '9 j1 D\ \ q�I�`� Q L W O Xg33.5 I Xg30.6 Xg30.5 L - - L=1.50,!\ 9� .FT. WETLAND F O O W ISC=W- - - - J SB 10 _ 92 , WETLAND D - - - - - - p L - - - _ - aNv=�3a� �\ NV=g3o.5 9 O 0 1 xg3o.a of hhog2 g2q•710UTLOTA I -q 3Q.Ft. Xg3L2 FEMA FLOOD XJ o - _ oMP 0 4 �I - to 01 C Xg30.3 EDGE OF ICE- X 132 T - - - - - co r - - 1 - q2q. �o - v 1 iii rnl \ 00 2� 16 X g31.6 ' In �� INV=g31. NV=g32.1 2q.7 O \ Xgis Xg30.q ,INV=g28.4 Xq a 0 Cf1P 93L OI N 15"CMP L 135.00 - J 30 30 I� hL Xg33.3 SB II Xq 2.1 O w 6 `FI�rn� It 00 I SB SP- i 12"CMP I O I Xg32.4 V \ Q Xg30.6 NV=g28.4 \` I 3 III o III \ 9 135_00 - J 2.00 Xg31J Xg30.5 g30.4g xg3o.3 WETLAND EI g31.40 � Xg31.q � � � �'o o r - - - - - - - - - g30.1 v _ 159.23_ 671 SOFT. ��, I V=g26.4 g30.1 Xg30.7 Xq3 . Xq` - - - - I/ - - - o x a SB SE-U - q Q 9� c`J O 3 I �g3G \ \\ N SB q Xg30.2 Xg30.1 Xg3L5 - �' v / g34.7 00 \0 7 J o I Cl q3 9� L w g2q.73 \ v� / / 1 // A+ Xq3 . O �3� 1 L=4.74-�_ 1 gs1-I 1 -3 .03� \ R VELD IV 1•� O Xg32.0 a wL 1 J.2(7 Q2g. �6 o N O l / 1 T'_il 933 9 O 7 L 135.19 = _ wL 9 g30.5 �'- R o NORTH ---- cP 1 Xg30 Xg30.0 �Eg2g �9 3� o� SHE /Cp' S® 32.7 h A e >jCg3 'I S 1 O L _ _ \ 6 \ � �` I INV=g26.3 q wL 3= h/ vi 7' 6 v F - - - - _ _ _f Xg312 47��� / 30"CMP sr �� wL 2 9 �cb // i ro g37.3 I 00 r, r 8� 50. w�8 9� \ \\ o �/ gsoa �'o Ngg5.o 9� 1 �� 2�� i 1 \\ \ 129.22� - - - Xg30.5 Xg30.1 q �j \ �f31 I �� Xg31.1^ - -162.42- - oo - 3 6 20 __ \- �FLOOR St Xg31.6 �� R=60.00' � � 4` �L - / (� o / / F �j INV=g26.5 _ / - Xg2q. R=50.0( -� `�� l ICE 'I q 6.2 r N 6 Xg30.3 � � / �1 E L=282.74 q \ 3°5 44" - F o2 INV=q2b. 12"CMP EDGE I E- - - - L0 O m -FLOOR 5• - - - g35.2 �_ I 130.0 g27.4 R °0 �4=201Q5 4 � W \ _ ` L=1111.99=g2a.5� +9 INV=g2q.o WETLAND E� � rnI -g3 . `N I� =g3q � Xg3L2 7 u m Xg30.2 �C m Ld"S68 G� - - - - I o =70�Q� 0 12"CMP 12,680 SQ.Ft/. ; 7 Xg336cV j/ '^ - Xg35.3 OI / L \� z Q R=50.Y�0 Q - �/ A=1 7 97'47" Xg30.q t� II Co 935 SHEp c0 L=63.40 R O.0O Xg2g. _-� MA FLOOD ZONE X /�o' xg32.2 I 93 X r, N / \ g2gA Xg30. 0 L=17.54 - - `WETLHIvv rn W II q I q3a. 3 \ ?6 \ _ �- - x ° _ NORTH LINE cp Xg30.g - - _ 3 _ CO C`J " 15.94 / SB SE-W cp L - �J L e 1 \ a36.o- - - -q- 44 00 2 d 32°51'17g2q �0 xg31. \ y\ g 2 � 50.00 ONLY g27.81 � 9 18 010q32.630 30 -1-� 6J i cl / d ``2 8'44" zi31. ? / X ��/ Xg31.3 O g� 0 9?� S - 1 3'S 1 9 N89o7V �04" =g38.4 1 \ O �2 \ �� / ° `" \ Xg30.3 ati`O' L=20.05 __ (�Cg30.I 6 6 U.UU _ 6 \ -FLOOR 1 5 1 9, sR ��• O C'0 \ // 1 � �O �' Xg2g.6 �7 08'11, � �\ 8 \�,o0�`Q I m -7p•00 4=72°45'18';1 t L 2 \� Xg31.5 / g2"14 L_1 Xg q3\ O J R�0.00 q27• R=° ---g27.4 r / t I (WEST �0 RODS, 660.0 FEET D�SC.) 1 \ - cn 1 0 162.58 SB SA- p Xg31.q g27.5 / NV=g26.8 2 r cry ID 6 I 1 3 - - - - - - SB SA-W k N �s r i ' r r/ V ` 7 / 2 FOOT LIDAR 57.23 / 1 TOP CMP I 1 , r______________, g2q.32 g30.2 --- ati 6 n\i i 6 l N 219.81 1\ / - .,r -g27.4 ' r� ' I REVISIONS: °1 .65- O.I 0 1 - r - I CONTOURS SHOWN IN z - ,� - - - - /1� �Japy Xg2g.0 / / g2q.3 "^ �, '< ' I J /- r' AREAS WITHOUT SPOT Xq3 ��jj�,�.�, Xg28.4 � a i I -� ��= � ° ry 4` INV=g26.q i'i r' r; j 2 FOOT LIDAR I r- ELEVATIONS. NOT 1 w N (g2q��61° _ �\ h� Xg2q.0 ° g27.4 TOP CMP h\ i CONTOURS SHOWN IN J £ „ r' 7 FIELD VERIFIED. cn 4 5• h / r i L_______________I DATE REVISION ci N Rc)�90Op4," cJ SB 8 \\ �\\ Xg2q.0 ,C, Xg2ag2q.a r' / v iELREVATIONS WITHOUT UNOTPOT I / 9 q2 32, 3c I " 1 OUTLOT B < r" I 1 1-1-21 PRELIMINARY ISSUE F- u 1 \ g2 6 I i n " cn I 52 429 42 34 1 \ / I FIELD VERIFIED. ,, 12-23-21 ADDED PARTIAL WETLAND A SB 12 �- �� TOPOGRAPHY o -��-� I xg2g.o NORTH LINE �g2q.20 _ �� � 1 ^ / L/ � ,. r r " 4-12-22 PRELIMINARY PLAT `4=47 01'57 / / r' ' ' L=8.VY�TLAN ) r I U 1 � NORTH LIN 'r xg28.7 o'L ONLY " r � R=50.00 - -----I` L=41.04 ONLY gB8l3g 1 z_o Xg2g3 ,' ° o ;� ' 0 6-9-22 PRELIMINARY PLAT z I �`g287 +��m (,� ,� I w w w 6-27-22 REVISED OUTLOTS p oz ___________ OUTLOT B _ _ _ _ , _ w o O oCL 7-6-22 REVISED o�� �I Xg2q.2 / ---- FEMA FLOOD ZONE SHADED X , r ' ^ cri�� J92 r2 FOOT LIDAR L - - - - - - - - - - -1 1 � � ' / r� CO O oo Q�\�� z\\~ 3 p0 z p( Xg2g.2 e� CONTOURS SHOWN IN "� O �G� o OL?iOw1 - - - � k Xg28.6 Xg28.4 _ / JLu LIIN p n O 1 � >I Xg2q.0 AREAS WITHOUT SPOT 1 1 °p z oM J Xg2g.l X928.7 I C 0 1 O Ow 0 Cu w C,I Xg2q.1 1 ELEVATIONS. NOT / Q = z ° xg2a.7 AFIELD-VERIFIED_---_ 0 o wt- �cn I o LcvUQww! � g2q.61` 1 O O N X.q�q.3 Xg2q.0 Z L \ X g28.8 1 � O O Xg2z1T - - - - -caza.tr - - � � Xg2% I Isz g2g.7 Xg28.6 - - - - - � X q2q.l > � CERTIFICATION: � x xg2g.o L - - - - - - - - - - xg2q'7 _ _ _ _ _ _ \ SOUTH LINE OF NI/2 / I hereby certify that this plan was prepared by X g2g.4 - - - - - �- -' - - - - - - - <g2gq r \ �� - - HE SE I 4 OF 4 l me, or under my direct supervision, and that I am Xg2q.2 /� Xg2g10 _ g r3I, IP-21 SE COR ER OF a duly Licensed Land Surveyor under the laws of Xg2q.3 SOUTH LINE OF NI/2 j- - - - - - iCOI\1TOUR H IV IN / / q 1/ J OF THE SE I/4 OF FFEMA FL_00_D ZONE X J Af�EAS WITHOUT SPOT x THE N I/4 OF 1 the state of Minnesota. FEMA FLOOD ZONE i L_ - - I s / SOUTH LINE OF NE 1/4 THE SE 1/4 OF - - - - ,---SEC. 2q, T31, R21 1E EVATIONS. NOT � - - - - - - - � I / FOUND I/2 IR N PIPE OF THE SE I/4 OF SEC. 2q, T31, R21 --� FOUND 1/2" IRON PIPE Xg2q 0 xg2�/ - - - - - - � - LFIELD VERIFIED. MARKED RLS 1 612 0 - SEC. 2q, T31, R21 ` I xg2gfa At PARCEL CORNER Xg2q.1 I DISTURBED \ 1 1--g28.o _ - - 1\ / � 01 S3 \ -� ` - - - - - - - _ - - - - �- i r �� 111 \\ \ /� Daniel L.Thurmes Registration tuber: 25718 \ xg26.q Xg2q.2 Xg28.g \ - / $ -- S89°59'27"E - /� 1 1- _ _ 660.05 _ 41 Date:____ -1-21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y' -, --- 7 �Q - - -_ - - - - - - - - - - - - - - - - - - - -I - - - - - - - - ---, - - - (40 RODS, 660.00 FEET DESC.) ---- % - o `� NSP EASEMENT PER BOOK 2q8 OF DEEDS, PROJECT LOCATION: -- -- N99 59 27� PAGE 802 & DOC. NO. 3145752 L - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - _ _ - - _ _ - - - - - - _ _ - - - - _ _ - - _ - - - - - - - - - - - - - - - - - - - - - �t_ _ - - - - - - - - - - - - - - - - - � l 4 i it _ LFEMA FLOOD ZONE SHADED X 1 L--� - - - - "r; ;"\ ,i,%; ;-�� I �I 1 � L%L� L_ L. L L_ /-I GOODVIEW AVE. N . - - - - - - - - - - - - � - - � - � I PID#2903121410003 LEGAL DESCRIPTION: TITLE NOTES: FLOOD INFORMATION: LEGEND + + + + BLOCK 1 AREA BLOCK 2 AREA BLOCK 4 AREA BLOCK 6 AREA OUTLOT AREA The following survey related items are as shown on Legacy PORTIONS OF THE PROERTY LIES WITHIN ZONE X AND OTHER The following Legal Description is as shown on Legacy Title as � FOUND CAST IRON MONUMENT � Suite #200 LOT 1 10,803 LOT 1 20,028 LOT 1 18,297 LOT 1 13,925 A 629,623 agent for Stewart Ttile Guarantee Company Title Commitment Title as agent for Stewart Ttile Guarantee Company Title PORTIONS OF THIS PROPERTY LIES WITHIN SHADED ZONE X, 1970 Northwestern Ave. LOT 101892 LOT 24,333 LOT 10,800 LOT 12,809 B 1,413,390 No. MN27523, dated December 14th, 2021 . Commitment No. MN27523, dated December 14th, 2021 . 0.2%ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%ANNUAL FOUND MONUMENT(AS NOTED) CHANCE FLOOD WITH AN AVERAGE DEPTH LESS THAN ONE Stillwater, MN 55082 LOT 3 10,405 LOT 3 10,800 LOT 3 10,800 LOT 3 13,407 O SET IRON PIPE MARKED WITH MN LICENSE NO. 2571 8 Phone 651 .275.8969 The North 1 /2 of the Southeast 1 /4 of Section 29, Township County Ditch, and any Easements therein, in favor of the FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILEA LOT 11,632 LOT 10,800 LOT 10,800 LOT 13,746 TOTAL 2,043,013 31 , Range 21 , Washington County, Minnesota, except that County of Washington. AS SHOWN ON FIRM RATE MAP 27163C01 38E WITH AN � CABLE TV PEDESTAL danC@cssurvey LOT 5 121598 LOT 5 10,800 LOT 5 10,800 LOT 5 11,586 EFFECTIVE DATE OF 2-3-2010. 1, BUILDING LINE net part of the above described property as follows: Commencing ELECTRIC METER LOT 6 13,004 LOT 6 12,321 LOT 6 10,800 LOT 6 11,610 R/W AREA at the southeast corner of the Northeast 1 /4 of the Southeast Creek abuts the land - DENOTES FLOOD ZONE LINE PER DIGITAL DOWNLOAD FROM THE er ELECTRIC TRANSFORMER BITUMINOUS SURFACE LOT 7 11,090 LOT 7 19,836 LOT 7 10,800 LOT 7 11,610 EXISTING 21,691 Quarter of Section 29, Township 31 , Range 21 ; thence North GUY WIRE LOT 101800 LOT 23,244 LOT 10,800 LOT 10,800 PROPOSED 185,637 along the East line of said Section a distance of 40 Rods; RIGHT OF WAY NOTE FEMA MAP SERVICE CENTER. NOT FIELD VERIFIED. thence West a distance of 40 rods; thence South a distance of POWER POLE a a CONCRETE SURFACE LOT 9 10,800 LOT 9 10,951 LOT 9 10,800 LOT 9 10,905 TOTAL 207,328 � GM GAS METER a LOT 10 10,800 LOT 10 10,951 LOT 10 10,802 40 rods to the Southerly line of the Northeast Quarter of the FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY WETLAND NOTES: Southeast Quarter; thence East along said line a distance of 40 WIDTHS FOR GOODVIEW AVENUE NORTH HAVE BEEN rP TELEPHONE PEDESTAL I)r UNDERGROUND TELEPHONE LOT 11 10,800 LOT 11 10,800 BLOCKS AREA 1 . WETLAND FLAGS WERE LOCATED BY rods to the point of beginning; subject to the rights of the SHOWN TO BE 33 FEET FROM THE SECTION LINE. THE co SANITARY CLEANOUT ou OVERHEAD UTILITY LOT 12 10,800 LOT 12 10,800 BLOCK 5 AREA AREA 1193,674 public for road purposes; according to the Untied States ACTUAL WIDTH OF THE RIGHT OF WAY MAY DEPEND ON CORNERSTONE LAND SURVEYING, INC. ON LOT 13 10 800 LOT 13 11,014 LOT 1 10,902 LOT 7 27,326 2 186,527 Government Survey thereof. USE. THE RIGHT OF WAY SHOWN IS FOR REFERENCE 10-31-21 . w WATER WELL uG UNDERGROUND GAS 2. WETLAND DELINEATION BY: CORNERSTONE x x FENCE PURPOSES ONLY. MB MAIL BOX TREES LOT 14 141956 LOT 2 10,800 LOT 8 30,921 3 45,864 Kelly Bo p ray /� LOT 15 10,800 BLOCK 3 AREA LOT 3 10,800 4115,599 SURVEY NOTES: Bopray Environmental Services, LLC O LAND SURVEYING , INC. LOT 16 101800 LOT 1 21,054 LOT 10,800 5 152,882 AREA: kjbopray@yahoo.com LOT17 111894 LOT 24,810 LOT 25,564 6110,398 1 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY 71 5-307-4577 TOTAL AREA AS SHOWN = 3,055,287 SQ.FT. / 70.14 ACRES COORDINATE SYSTEM NAD 1983. LOT6 25,769 TOTAL 804,944FILE NAME SURVTGOIO INCLUDING 21 ,691 SQ.FT. OF POTENTIAL ROADWAY 2. UNDERGROUND UTILITIES NOT SHOWN. ALL BEFORE PROJECT NO. TG21010 EASEMENT. (SEE R/W NOTE) 3. SPOT ELEVATIONS IN AREAS OF FIELD TOPOGRAPHY BENCHMARKS / Gopher State One Cal TOTAL 3,055,285 DATED 12-22-21 . OTHER AREAS SHOWN WITHOUT "7' p TWIN CITY AREA: -0002 PRELIMINARY SPOT ELEVATIONS SHOWN PER LIDAR DATA OBTAINED ELEVATIONS BASED ON GPS DERIVED VALUES FOR (NAND 88) TOLL FREE: 1-800-252-1252-1166 FROM THE DNR MNTOPO WEBSITE. NOT FIELD VERIFIED. PLAT GOODVIEW ESTATES 60 1 I I I I / FOUND STONE rloNUMENT o 2 SOUTH LINE Fr T� HV l , / l l -/- r� r- r- r� n l r� i� i / -/- / / n r� r� / -l- / /� n 1/ (PLAT OF `` NO MONUMENT SE PONDS 4TH ADDITION -FOUND 1/2 NO2TH LINE OF NI/2 / CITY COUNCIL OF THE CITY OF HUGO I ��; � _ KNOW ALL PERSONS BY THESE PRESENTS: That Integrity Land Development (�S890 „ DRAINAGE AND `i INCH IRON DRAINAGE AND OF THE SE 4 OF , ' 16 25 W RECORD) __ _ UTILITY 1 - PIPE MARKED ---+uTIUTY �� / / ° Inc., a Minnesota corporation, fee owner of the following described This plat of GOODVIEW ESTATES was approved by the City DRAINAGE AND UTILITY //_ EASEMENT= RLS 14881 i �. I EASEMENT I �`i i SEC. 2q, T3I, R21 I S/89 54 28 E g EASEMENT /-- --i property situated in the County of Washington, State of Minnesota, to wit: Council of the City of Hugo, Minnesota, this _________day 265 . O 1-- of__________________, 202___ and hereby certifies compliance 109.80 i 365.26 0 80.00 0 80.00 80.00 0 80.00 80.02 i 30.01 30.01 0 80.02 81.13 0 124.84 0 _, , The North 1 /2 of the Southeast 1 /4 of Section 29, Township 31 Range with all requirements as set forth in Minnesota Statutes, Section s2 457.89-- 12 - - �i- o 'o _J -i- - - - /\ 2 i 21 , except that part of the above described property as follows: 505.03, Subd. 2 i 8s �/ 216 22 \ I 2 I _ _ I I �`� ���" \ �`�� - - - Commencing at the southeast corner of the Northeast 1 /4 of the DRAINAGE i `3� `b - d I ^ / \ S �- 3 F_ -1 30 3o I�� /N o - Southeast 1 /4 of Section 29 Township 31 Range 21 ; thence North By _____________________________________, Mayor AND UTILITY-=' / I I = I = I 1 w I wl I �,� o� p g WETLAND w� = 0 0 M 0 N I �I Z �* a o I�� 3 �ry /°N \ S EDGE of along the East line of said Section a distance of 40 Rods; thence West a EASEMENT I Q �d-1 oNo I �� I t7 )I I� 1 J �I J2 r�I o J3 Z 0 •-I I o I c co / EDGE OF MN WETLAND B Clerk r'�� 'nv NOD 9 ` �o o o I tri� �I I M �1 Q l�j 4 J d- Lj 2 -cn /� \ I y------------------------------------------- a o \C;s0 ° I I o I / \ distance of 40 rods; thence South a distance of 40 rods to the Souther) uj�d- � d' I�"� II II d=67°35'32'% � DNP DIVISION OF y ^0 0 0 o I 1 ^I ��', o a-' I L=70.78 v 4 WATERS line of the Northeast 1 /4 of the Southeast 1 /4; thence East along said fi I I o W I I PPOTECTED I N u "' �' co W 0 �' 1\ I � - � ' ° � line a distance of 40 rods to the point of beginning; subject to the rights I I �,. a"E WETLAND AREA WETLAND WASHINGTON COUNTY SURVEYOR _< 31.39 80.00- 80.00 80.00- 83.15 71.77 R=60.00 S °12'3 82-26OW PER - - of the public for road purposes; according to the Untied States - _J L - - _J L - L - - - _J ll L_ 80.02- � L - - - \R �3 Pursuant to Chapter 820, Laws of Minnesota, 1971 , and in 30 I EDGE of---\ \ e �k9� %'/y 30 30 S N N� CouNTY TAPPING Government Survey thereof. \ �2 5� s9s �131 09 I accordance with Minnesota Statutes, Section 505.021 , Subd. 11 , 1 wETLAN� 734TH 5T N. W I this plat has been reviewed and approved this _______ day of o \� 385.25 _ _ 233.06 �'W "� Has caused the same to be surveyed and platted as of GOODVIEW ESTATES 1 h\ 0 618 31 0�1 W I"' d N I w ------------- 202------ o o » 0 0/ 2 !� �, I and does hereby dedicate to the public for public use forever the public �� � 00 S89°54 28 E 60; II �,� N ways and the easements created b this plat for drainage and utility h'/ °h)0'/O� 560 05 /J S V-�I LO Y Y p g Y 0 _ - - _ _ - - , „ i „1 - - a°p purposes only. '�� �' - - - - 'i =300°00 00 ��s o I 0 p p BY --------------------------------------- -1�p� i�ii ih 64.97� 80.0080.00 80.00 80.00 �1010� g0.00 80.00 � / ass° _ / 1 z Washington County Surveyor z �,�� I I I I 155 I 1 w I L=3369 �' / Q)P) w I I Iw I Iw I �W L.W I IW w I �a-sass 080 'so In witness whereof said Integrity Land Development, Inc., a Minnesota °�' w 4=14°50'S2 `.� / 0�0 N� - �' L 51 119 �F` I 9 Y p Q I 6 i _ 74 � ,0 g I ��, o I 01 II of I.� I In M of 1 `" `�ss2 I W `� J �� � I corporation, has caused these presents to be signed by its proper officer g 0 0 - Y ---------------------------------------- 30 30 SQ)- 1 13 n 10 I2 LO I Io J 1 161 to 70 �I 1 9 16 I l0 8 a"'I I I w this __________day of______________________, 20__. �I l0 0�1 �I to 110 �I l0 7 6 7 `-I to I to o l I I N -135.00- -n� z 6 z / z z IOIOz z z "' I Signed: Integrity Land Development, Inc., a Minnesota corporation L 135.00 II I 6� 1 1 1 I I 1 1 COI I '� I g g Y p p WASHINGTON COUNTY AUDITOR/TREASURER 30 �N89°52'14"W (0rn _ _ _ _ �' 80.01 80.00 80.00 80.00 80.00 `� Pursuant to Minnesota Statutes Section 505.021 Subd. 9 I� F N89 52'14»w - - - J L- - - - -1 L - - - � L - - - - J -80-.00- I I C' 0 '' ---------------------- resident , �0p ° ` � I I 6� �'21 p taxes payable for the year 202___, on the land hereinbefore 0 0 `v 486.01 ` i 1 �� Todd D. Ganz described, have been aid. Also pursuant to Minnesota I 5 oo o �o J V 5� p or o c - 0o 75 o0o I S89°54'28"E �` DRAINAGE 5�0943� Statutes, Section 272.12, there are no delinquent taxes and �� I N89°52'14"W °p � Q ° L 135.00 z Z I°° 0°° 1 �� ANDENT UTILITY 46Ss F I 1 COUNTSTATE OY OF transfer entered, on this _________ day of________________ - 135.00 - cn J d ---------------- 202----- el F- _ COS The foregoing instrument was acknowledged before me this_________day - - - - - �o 0 1 WETLAND- oi - ' � F N89°52'14"W I mot° OUTLOTA of________________ 20__, by Todd D. Ganz, president of Integrity Land B ________________Washin ton Count o I I O WETLAND g Y Y ---------------- g Y o 4 o o Development, Inc., a Minnesota corporation, on behalf of the corporation. Auditor/Treasurer 00 0 c5 `L 16 01 � DRAINAGE AND EDGE OF 30 30 g• o UTILITY EASEMENT L135.00 - - -- 1 if N89°52'14„W aoI ° OVER ALL OF wETLArJD ------------------------ ---------------------------- BY ---------------------------------------- Deputy ,� 135.00 N2. 52 14 W OUTLOT A 1 (signature) (print) o �89 52'14"w �� �� �� - - - - - - - - S88°34'33"E 03 WASHINGTON COUNTY RECORDER 0� I 3 NI N� o \��o 4=53051'19" I Notary Public------------------County, -------------- _ 115.04-� ' d 00 ui pop o• 0 77 I o� R=5.00 S ° °3 , ��/ - M Commission Expires-------------------------------- Document Number ___________________ a=4 31'24" I N-��o o� p DRAINAGE AND 6S( 06 0 �- 031'24 0 ,00 I �, ° I rn o UTILITY EASEMENT ��� sj22 j 6 �� -�- I hereby certify that this instrument was recorded in the Office L - - - - - --- 1V85 19 55 W I o OVER ALL of _ 60.00 (n°0000 L - 129.22 0 6� 5 a s L=20.81 \ 199'20_J -� I, Daniel L. Thurmes, do hereby certify that I have surveyed and platted or of the County Recorder for record on this _______ day of - - - - w 135.19 _7 N89°52'14"W 0 0• N - - - - - J OUTLOT A T' N89°32'14"w 1 0 1 $ i'�� �� R=50.00 S86 59 09 E direct) supervised the surveying and platting of the property described on ------------------- 0' 202___, at __________________ o'clock Q I RI� i`L q�`L' 3.�,53" / �+- _ _ _�i ��� o=23°50'44" Y p Y g p g p p Y M., and was duly recorded in Washington County Records. z `0o� ,,__�L:, `A46 2 I I this plat as GOODVIEW ESTATES; that I am a duly Licensed Land Surveyor in ;. Q I s\ ��4 4=72045'18" �� �` I \�� �� iR=50.00 the State of Minnesota; that this plat is a correct representation of the o I cp: -- „ 2 /� - - �i R=50.00 1 h `0 L-83.26- A=20°05 49 boundary survey; that all mathematical data and labels are correctly B 30 I // L=63.40 �� �� ' 4=107°08� = °� `'� _ -70•00 designated on this plat; that all monuments depicted on the plat have been By------------------------------------------------ 0/ dL= 32'17" 11» L-63.49 SS q� 1 <L-20.05 R- , WETLAND N I AND UTILITY / / DC --� �x '4-70.00 j 73, �� 0/ R=50.00 p- ° 54 y Washington County Recorder _ -68 OS correct) set; that all water boundaries and wet lands as of this date, as -EASEMENT ,�v / �'��(�, J=130. 2 4=22058'44" defined in Minnesota Statutes Section 505.01 Subd. 3 are shown and 19 6 labeled; and all public ways are shown and labeled on this plat. � ' By -------------------------------------------- Deputy cb / o,� F I Q r7 9s si> \ �`// �� "� (rj�/ Oc,O vim// N '�s�° WETLAND Dated this --------- day of------------------ 202-- Q OS>>, // ��' / � i 57.23 ^�o L 162.58 r�L=103.82 ------------------------------------------ R=70.00 -; ', ; , Daniel L. Thurmes, Licensed Land Surveyor, Minnesota License No. 25718 CV o , » J \Q \ 219.81 �r 4=84 58 47 _ o N - 22.00 N89°52'14"W I`• WETLAND '; r �_ R=70.00 STATE OF MINNESOTA i� �� ��fi� - 0=59035'47" -EDGE OF / i ' i ' r' COUNTY OF WASHINGTON Cu 1 I \ �1 „ '�� ��� WETLAND / v) The foregoing Surveyor's Certificate was acknowledged before me on this zcn I - - r 55 , E �2 ` I g g Y g / 1 2 �, °1 1 �° � , ,. � w _________ day of___________________, 202___, by Daniel L. Thurmes, �75 DRAINAGE AND UTILITY EASEMENT i `n I w = Licensed Land Surveyor. - U - ° S OVER ALL OF , � Q) cvo�1 �A=9 42 34 6', Z THE ORIENTATION OF THIS BEARING SYSTEM IS OUTLOT A _ oo� `n�� R=50.00 !_ �, ' J N 1 BASED UPON THE SOUTH LINE OF N1/2 OF THE SE oo6 ��o L=8.47 _ w -------------------------------------------- (signature) 114 OF SEC. 29, T31, R21, WHICH IS ASSUMED TO II jj r,cfl J II _ � w HAVE THE BEARING OF N89°59'27"W. IICUz U -------------------------------------------- (print) 0)J�a A l- N Notary Public, 0 DENOTES SET 112 INCH X 18 INCH IRON PIPE MARKED OUTLOT B w o0 Dakota County, Minnesota R.L.S. 25718. WETLAND C = z 1 My Commission Expires January 31 , 2025 G DENOTES FOUND 112 INCH IRON PIPE MARKED w UNLESS OTHERWISE INDICATED. I w v DENOTES FOUND WASHINGTON COUNTY SECTION WETLAND \�---- 0 80 160 CORNER AS NOTED. (426.66 DESC.) DENOTES DIMENSION PER LEGAL DESCRIPTION DENOTES EDGE OF WETLAND AS DELINEATED BY Ln SCALE: 1 INCH = 80 FEET BOPRAY ENVIRONMENTAL SERVICES , LLC. AND SCALE IN FEET NORTH LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 1 1-1-21. I I VICINITY MAP SOUTH LINE OF N I/2 DRAINAGE AND UTILITY EASEMENTS wE7LAND OF THE SE I/4 OF ARE SHOWN AS THUS: WETLAND 1----SEC, 2q, T3I, 2,21 WETLAND (NOT TO SCALE) ) Ik �gkFn/o � 8 -0.�\ 2 i �I 5 m D / � I IN NCIP RON I 1 �f 5LU I I 10 0 0 - - - - NOT TO I k--- 1320.58 �� 1 0 - J L - � z 3 1981. 10 ----i = SCALE W SITE W o 0 LU -- -- N89°59 '27" W W � ' BEING 10 FEET IN WIDTH AND ADJOINING 132NO REAR LOT LINES AND RIGHT OF WAY LINES n r� r- / n / r1 r- / n n / r� / n / I /, n / I n rI I / -/- / I n / / 11 / F / I /\/ / / / /\/ / ' / /\ / / I / / / / / / / / / /\/ OTLIN SUNLESSOTHERWSESHOWNAND BEING 5 FEET IN WIDTH AND OONNG 1 I / L/ L- L_ / l V L/ l l V \/ L_ l V L/ / I L/ L/ / / / l/ / V 1 130TH ST. N. THE PLAT. SEC. 29, TWP. 31, RNG. 27, CORNERSTONE WASHINGTON COUNTY, MN LAND SURVEYING , INC. SHEET 1 OF 2 SHEETS 60 1 I I / I SOUTH LINE OF THE PLAT OF BIRCH TREE �.FOUND NAIL AND DISC n �l I n r, r,�/ -/- / „ n / PONDS 2ND ADDITION FOUND 112 /' AT THE EAST 1/4 GOODVIEW ESTATES l l \ / / l / / l l / /\l L. . `i' 1, FOUND 2_ , V L/ ,-I L/ L/ , l %' (S89°16'25"W RECORD) FouND 2 wcN PON CORNER OF SEC. 2q, p ,/ p 1 - / PIPE MARKED o S1U 9�5`f '2U�� �,r ��PIPE M�2KED // ��- NCH IPON RLS 41578-i o I T3I, R2I 1 DRAINAGE AND PIPE MAPLE[) '--DRAINAGE AND -�-- �� PLS 1488q UTILITY EASEMENT -PLS 1488P i� UTILITY EASEMENT 92.63 --' 0 241.72 0 30.0030.00 0 163.64 0 80.Oo 80.00 0 80.00 o go.00 80.00 0 80.00 80.00 0 80.00 81.51 o i _ _ _ _ _ ,-- _ c� c� c� / -_457.89-'� Iof� DRAINAGE AND - - - - - - �� 30 - - - r= - -1 F - - - I' 4 -1 i o UTILITY EASEMENT 1-3 ��I 30 1010 z 1010 z / 1 0 , ` I w W I l o� WI I u I l o� WI I WI I wII wII WI �- 48 1 NI I O N I I < n N I I O NI I O NI I O I O N I I O �o W °o wrn Q� ION N I I Qw z`" N �•�^ o EDGE OF MN cy0 ° Wo \� �l�90, o� r�0 !� �o w M s89542sE �\ ��s I � 2 �01 I 3 I � 4 ��1 I ��5 I � 6 I � 7 I � B I � 9 I � 70 oil DNP DIVISION G\-- �o _ �' �� �'o �"' z 01 1 ^ "o' -21 1 r � �' p �' p �' p I ^ of I ^' z^ WATEQ5 o - - - - - - - - - - - - - - � cS o \' r,� I ^0 o'-1 1 c� o o Q� of I ^ 01 1 ^ 01 1 ^ o O 260.47 d' O \ I z z l l z I I 1 I a/� z I 1 11 I I I 331 LO PROTECTED `� �� Z Z Z Z - Z o � WETLAND AREA \ O 3 �\�\\� O C' 10 10 0 1010 0 30.6� L so.oo J L 80.00- J L so.oo J L 80.00- J L 80.00_ -1 L- 80.00_ J L 80.00_ -1 L- 80.00_ J L 80.00 J 82-\oW PEP z 0 2 �so��� Q S��C\ - + COUNTY MAPPING I � o� �\ �9 0 3 WETLAND \ L - \, O�2 j7`3F i 734TH ST, N. S8998 32»E - - - - - - \ 339.71 - - - - - - - �� i � -- - 1 398.47 399.85 ' S89°54'28"E _ I l 30 0 . 00 80.00 1.580 80w� 852 8 1 \i 485� 80.00 . . . EDGE of W \ 30.6 N L--75 oW - NORTHN WETLAND 't 7'5 . QW N t1��°�oNo � oz�•- IaC zI I z I I � �---J ^1 z I I I IW ^lt o14-1 u') j 0I I0 OI I 0)l I 1 l0 N o - 0 � 0 O9 8 S 4 3 l to oI I of I 0 80 160 o ^oJ o 1 0 z = z o I I I I I I I \ CC) Qc L 80.00 80.00 J L 86.00 _j L- 86.Oo- J L 85.82 Nz L 80.00- J 80.00- J t 0.D L 80.00 -1 Z %7=m OUTLOTA - - - - - - - - - - � - - 53.62- - � o Z1� i 171.82 1 DRAINAGE AND 320.00 J wDr ° ^, ° WETLAND SCALE: 1 INCH = 80 FEET DRAINAGE AND ` 'LAND �� o S89 5428"E I Io °ye) UTILITY S89 54 28':F,1� c I 246.00 1 0 01 I� p �p,EASEMENT S �1"�1;,��"' DRAINAGE AND o � SCALE IN FEET UTILITY EASEMENT O 4 _ ° i i �$ �g UTILITY O WETLAND OVER ALL OF S89'54'28"E W w dL=1.50 5\ �I I �0/i/ 00c LV 0 OUTLOT A N OO �= -_- _ -�.� e�4�S89 54'28"E -vJ� �� 1 i 319.11 i- EDGE OF ' n WETLAND- o o - _p -_Q) SS - � c0 r- � - - - - - - - -1 F; _ � >° \ �� O I� 171.82 ca 67�� 07' EDGE OF \ ° O I I -WETLAND A3`�3�, WETLAND I o N WETLAND o S89 54'28"E rn N o DRAINAGE AND UTILITY EASEMENTS DRAINAGE AND z i 10 3 I p I 20 o 6 � F S \ ; oo `� ARE SHOWN AS THUS: EDGE OF UTILITY EASEMENT--, °Q p �O i ` (NOT TO SCALE) I WETLAND \ ,/ I 6 S89°54'28"E ^ III �p III lI i 47.4 39"w \�F \ L - - 159.23 - - a N ^' �;' =S89°54'28"E - - - /'S10°28' 328.44-,,0 p - - - - - - - - - - - - - - - - 5 11 L=30.03 - v �, y S84 51'03"E �\\moo \ ov / 4=6°22'21h 3� ��„� 162.44 - O I 1f 5 / 138.86- .�---_ 101.38- cy N /Ov 2 o/ �30 /�h°� 7 �10 O 10 I I 10 I 199.20 _ -- S86 59'09"E �� !` '_ 162.42 0 -�' ° 4=17°03'43'�'-' �� 0Of �' - - - - - - - -vJ op o - �6 S8954'28"E - - - - - - - - 356.20 - -� R=50.00 L�10gp'11 \ - - - - - - L=14.89 �91 p0 1 s89°54'2s"E ,�rn1 °op COO �� - b R�10 WETLAND /�, 7 °N�I N/`j /? I�,h o°�� 8 rn o BEING 10 FEET IN WIDTH AND ADJOINING BRG•2'34 E \ �� /��o' SB9°05'47"E !III �� �iCi I TIE �po�� O1 o �i REAR LOT LINES AND RIGHT OF WAY LINES ----- 1 6 2 ' 176.22 ° 00 I '' �48 I - ' AND BEING 5 FEET IN WIDTH AND ADJOINING N6 �� � - - - - - �1� Q1 L 109.38 /� 184.00 LOT LINES UNLESS OTHERWISE SHOWN ON �L 320.735 30.0030.00 -- 109.87 - o _ I / THE PLAT. i APPPDXIMATE _ 368.00 0 i4 .00 �,---SET P.K. WETLAND EDGE 0yy �'� ---- ----- it A=4°21'39�r 660. 00 ----- �` NAIL I W WETLAND t°\$'52 613 53 g0 „ �\�`, L=2o.55 'I/N89°96 '09" W ` W = s� �2. 4°1 g 12 W ii EASEMENT NT AND UTILITY i \ z --_, S� 1 (WEST 40 PODS, 660.00 FEET DESC.) 1 �\ VICINITY MAP J N DRAINAGE AND--// - L- UTILITY EASEMENT I = O i z U - WETLAND I I-- � _ �' ' / o , Qw m I �bN cn " r I w W OUTLOT B NOT TO N > z SCALE p I�---- /� I = w SITE w o L; _ = o > o I ► 0 132ND LO N ST. N. 1 O `/ I 1' cz L 0- 0- w 130TH ST. N. RNG. 21 C j � o G�Q'(\g � o� o SEC. 29, TWP. 31, , z Lu N 0 ) WASHINGTON COUNTY, MN _ Q0 en QZIw moo en APPPDXI\\ �� I_u � EDGE OF \ C�z THE ORIENTATION OF THIS BEARING SYSTEM IS WETLAND o o BASED UPON THE SOUTH LINE OF N 112 OF THE SE `t d 714 OF SEC. 29, T3 7, R21, WHICH IS ASSUMED TO HAVE THE BEARING OF N89'59'27"W. WETLAND O 0 DENOTES SET 112 INCH X 18 INCH IRON PIPE MARKED z R.L.S. 25718. WETLAND DENOTES FOUND 1/2" IRON PIPE MARKED UNLESS OTHERWISE INDICATED. SOUTH LINE OF N I/2 / DENOTES FOUND WASHINGTON COUNTY SECTION OF THE SE 1/4 OF CORNER AS NOTED. 2q, T31, P21 \ SE CORNER OF (426.66 DESC.) DENOTES DIMENSION PER LEGAL DESCRIPTION / SOUTH LINE OF NE 1/4 THE NE THE SE 1/4 OF 4 OF \PQOXIMATE / I i EDGE - - DENOTES EDGE OF WETLAND AS DELINEATED BY of --� / - OF THE SE I/4 OF wETLA F - -- SEC. 2q, T31, R21 SEC. 2q, T31, P21 -- BOPRAY ENVIRONMENTAL SERVICES , LLC. AND LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 1 1-1-21. i I S89°59'27"E _ DENOTES RESTRICTED ACCESS / NO ACCESS ALLOWED / _-- 660.52 - ,--- - - �660.05 - - - i/ 0 0 ---- 1981. 10 ___ (40 RODS, 660.00 FEET DESC.) --- i N89059 '27" W -Fyy 1/2 1 Inc- Izo\ PP �� MAR<ED Ln"- :,':,' PLS 15612 1 n r, r- / n / r, r- / n n / r, / n / c �I L_ / I / V L/ l l V L SE CORNER OF SECTION 2q, -_ R21 FOUND WAS CORNERSTONE ! WASHINGTOO N COUNTY CAST IRON MONUMENT LAND SURVEYING , INC. SHEET 2 OF 2 SHEETS