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IP #1081 demo contract destroy 2032SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 9/6/2022 Marsh &McLennan Agency LLC 6150 Golden Hills Drive Minneapolis MN 55416 Centralized Accounts Servicing Team (CAST) CAST@MarshMMA.com Western National Mutual Insurance Co 24465 KEVITEXCAV Evanston Insurance Company 35378KevittExcavating,LLC 3335 Pennsylvania Ave N Crystal MN 55427 885897317 A X 1,000,000 X 300,000 X 1,000 10,000 X XCU not excluded 1,000,000 2,000,000 X CPP0021385 8/30/2022 8/30/2023 2,000,000 A 1,000,000 X CPP0021303 8/30/2022 8/30/2023 A X X 6,000,000UMB00115508/30/2022 8/30/2023 6,000,000 X 10,000 A XWCV10004291/1/2022 1/1/2023 500,000 500,000 500,000 A B Contractors Equip -ACV Cntrctrs Pollution-Occ/$10k ret. Incidental Prof.Liab-Occ/$10kret CPP0021455 MMAENV002651 8/30/2022 8/30/2021 8/30/2023 8/30/2023 Scheduled Equipment $2,000,000 Gen Agg $2,000,000 Agg Per Schedule $2,000,000 Ea Cond $2,000,000 Ea Act This insurance is issued pursuant to the Minnesota surplus lines insurance act.The insurer is an eligible surplus lines insurer but is not otherwise licensed by the State of Minnesota.In case of insolvency,payment of claims is not guaranteed.Company B is subject to statutes and regulations of surplus lines carriers. A -Contractors Equipment -ACV -CPP0021455 -08/30/2022-2023 -Leased/Rented Equipment Total Limit -$700,000 /Deductible $500 The EDA and the City are included as Additional Insured as required by written contract or agreement limited to the General Liability coverage. City of New Hope Community Development Department 4401 Xylon Avenue North New Hope MN 55428 City of New Hope, Minnesota Request For Quote/Project Specifications Date: August 15, 2022 From: The Economic Development Authority (EDA) in and for the city of New Hope Subject: Request for quotes for hazardous material abatement, tree removal, demolition, well sealing, and re-grading at 4201 Boone Avenue North. Alternate quote for sewer lining and water service valve replacement for existing services and new sewer and water service for future second lot. Overview: The city of New Hope EDA owns the property located at 4201 Boone Avenue North, New Hope, MN 55428 (PID 18-118-21-21-0107). The EDA is requesting quotes for hazardous material removal, tree removal, the demolition of all building and site improvements, well sealing, and regrading of the site. An alternate quote for the lining of an existing sewer line and water service valve replacement and the installation of new sewer and water services for a future second lot is also being requested. The existing parcel will be split into two lots to accommodate the construction of two new single-family homes. If you are interested in submitting a quote for this project, please review the enclosed specifications and schedule a time to meet city staff at the site to review the scope of work (required). To gain entry into the property, use the lock box on the east entry door using the code 4401. Please call Community Development Specialist Jeff Alger at 763-531-5119 to schedule the site visit and for any questions. Submission: Interested bidders must submit enclosed Bid Form by U.S. Mail, e-mail, or in person. Bids shall be submitted to Jeff Alger, Community Development Specialist. City of New Hope Community Development Department Attention: Jeff Alger 4401 Xylon Avenue North, New Hope, MN 55428 jalger@newhopemn.gov Deadline: Proposals must be submitted using the enclosed bid form and received no later than September 1, 2022, at 1:00 p.m. City staff will review the submitted proposals and make a recommendation to the EDA. It is anticipated that the EDA will award the bid at the September 12, 2022, meeting. The work shall be completed in full no later than 60 days after the contract has been awarded. City of New Hope, Minnesota Bid Form Property Owner: City of New Hope Economic Development Authority (EDA) Property Address: 4201 Boone Avenue North, New Hope, MN 55428 Property Identification Number: 18-118-21-21-0107 Site visit completed with city staff to review scope of work (required) □ Yes For a price of $_______________________, the contractor named below proposes to fully complete the work in accordance with the attached specifications for hazardous material abatement, disposal of items throughout yard and within buildings, tree removal, demolition of all building and site improvements, well sealing, and re-grading of the site. Alternate quote: For a price of $_______________________, the contractor named below proposes to fully complete the work in accordance with the attached specifications for the lining of the existing sewer line and water service valve replacement and the installation of new sewer and water services for a future second lot. Sum of base quote and alternate quote: $_______________________ Contractor Name: _______________________________________________________________ License Number: ________________________________________________________________ Address: ___________________________________ ___________________________________ Telephone: ______________________________________________________________________ Email: ____________________________________________________________________________ Contractor Name & Title: _______________________________________________________ Signature: ______________________________________ Date: ____________________ City of New Hope, Minnesota Specifications For Demolition & Related Work 1. General a. Contractor shall furnish all labor, materials, and equipment, and shall perform all service and work required to remove the buildings, structures, and improvements from the site, and post demolition grading of the site, in strict accordance with these specifications and in accordance with all applicable ordinances and laws pertaining to removal of buildings, structures, grading, and erosion control. Following demolition, the contractor shall install silt fencing or erosion control logs around the entire perimeter of the disturbed area. b. Contractor shall thoroughly review these specifications and examine the site to evaluate existing and proposed conditions prior to submitting a quote. Failure to do so shall in no way relieve contractor from performing the work as required or be grounds for a claim for extra payment. 2. Demolition & Disposal of Buildings & Site Improvements a. All buildings and site improvements shall be removed and properly disposed. Demolition to include, but not limited to stairs, ramps, floor slabs, equipment bases, driveways, aprons, foundation walls and footings, and other structure components, appurtenances, and contents associated with each structure, unless otherwise noted. Include removal of all out-buildings and contents within buildings (including furniture and appliances), items throughout the yard, landscaping rocks and boulders, retaining wall blocks, sidewalks, pavement, and miscellaneous items depicted in the attached photos. Right of entry agreement (attached) shall allow contractor access to remove entirety of sidewalk extending to the north parking lot, however contractor may not use parking lot to the north to access the area or store equipment. Sidewalks adjacent to 42nd Avenue North and Boone Avenue North shall remain in place. Retaining walls at southeast part of lot shall not be disturbed. b. Selected demolition contractor shall meet with city staff on-site prior to beginning work to review scope of work. c. All demolition materials, substrates, debris, waste, or other materials shall be collected, stored, handled, managed, and disposed in accordance with currently accepted practices at an approved, licensed, or permitted facility in accordance with applicable federal, state, and local ordinances, rules, and regulations. City of New Hope, Minnesota Specifications For Demolition & Related Work (continued) 3. Tree & Vegetation Removal a. All trees to be removed have been marked with spray paint. All stumps shall be pulled from the ground and hauled away. Stump pits shall be backfilled. Contractor is to include tree and stump removal in the demolition bid. All trees, shrubs, and brush along the northeast property line shall be removed. Right of entry agreement shall allow contractor access to remove such vegetation extending onto the property to the north, however contractor may not use parking lot to the north to access the area or store equipment. 4. Backfill, Compaction & Grading a. No demolition material shall be left in or placed in any excavation. All excavations, unless otherwise noted, shall be back filled with clean, imported sand. Imported material shall be placed in one-foot lifts and compacted to no less than 95% standard proctor density. Contractor shall provide the city with a third-party sampling, analysis, and report to demonstrate that at least 95% compaction has been achieved. b. The finished grade shall meet specifications detailed in the attached Figure 1: “Proposed Site Grading and Drainage.” This includes the addition of a small berm along the south property line. The city of New Hope Public Works Department has clay available at no cost, if needed, for backfilling purposes. Material would be delivered to site by Public Works staff in coordination with contractor’s schedule. Decomposing soil below trees that are removed shall be spread across the top of the site and not used as fill material. Roots from removed trees within soil shall be removed. c. Upon completion of the finished grade, contractor shall immediately hydro- seed all disturbed areas of the site. City of New Hope, Minnesota Specifications For Demolition & Related Work (continued) 5. Utilities a. Contractor shall be responsible for contacting Gopher State One Call to locate any underground utilities prior to beginning demolition and site grading work. b. The city has ordered the disconnection of electricity (Xcel Energy) and natural gas (CenterPoint Energy) services for the property. Contractor shall verify disconnections in field prior to demolition. Other private communication utilities such as telephone and cable may still be connected; if so, contractor shall roll them back and secure them at the pole prior to demolition. c. Alternate: An alternate quote for the lining of an existing sewer line and water service valve replacement and the installation of new sewer and water services for a future second lot is also being requested. Work shall be completed in accordance with the specifications below (i-iii) and attached Figure 2: “Proposed Utility Services.” i. Water service has been shut off at the curb stop box off Boone Avenue North. Contractor is to remove the water line all the way to the curb stop. Contractor is to install new curb stop and box as part of the water disconnection. Contractor shall install lid shown on “Water Valve Top Sections” attachment. The location of the service termination shall be documented and marked on-site. An inspection by the city is required prior to backfilling. ii. Contractor is to coordinate the termination of the private sewer line with Public Works. The sewer line shall be removed to within three (3) feet of the property line and the remaining service stub shall be lined with CIPP lining all the way to the main. Once lined, cap the end in preparation for connection to the new house. The location of the service termination shall be documented and marked onsite. An inspection by the city is required prior to backfilling. iii. Contractor to coordinate installation of new sewer and water services for a future second lot. Figure 2 illustrates location of future sanitary sewer and water services as well as existing sewer and water connections. d. If selected contractor is not awarded alternate, water line shall be removed all the way to the curb stop and sewer line shall be removed to within three (3) feet of the property line and capped during demolition process. 6. Asbestos & Other Hazardous Materials a. Contractor shall submit “Notification of Intent to Perform a Demolition” form to the MPCA. The city has contracted with Angstrom Analytical for the completion of a demolition survey for the property. The survey is attached to this report. Demolition contractor is to provide for the removal, and appropriate disposal of all asbestos and other hazardous items listed in the report. 7. Well Abandonment a. Staff believes there is an unsealed well located in the utility room to the west of the southerly entrance to the house. Contractor shall hire a state-licensed contractor to properly seal the well and record the sealing with the Minnesota Department of Health. Contractor shall provide records of the well sealing to the city upon completion. If the well cannot be located, contractor shall be responsible for obtaining a well sealing variance through Minnesota Department of Health (including $275 cost for application). 8. Permits & Inspections a. Contractor shall submit building permit application prior to beginning demolition work. Demolition permit fees will be waived, however the state surcharge will still be collected, as the city cannot waive that portion. Permit fees for sewer, water, and utility work will not be waived. Contractor shall have the work inspected prior to backfilling the primary excavation. The private water and sewer service terminations must also be inspected by the city’s Public Works staff. A separate water and sewer disconnection permit shall be obtained from the city. Before payment may be issued to the selected contractor, all inspections must be completed, permits must be finalized, and the compaction analysis and well sealing documents (or well sealing variance) must be provided to the city. b. If any permits from other governmental agencies are required, contractor shall be responsible for securing such permits, paying any fees at their own expense, and completing any required inspections. Copies of any such permits shall be provided to the city. c. Contractor shall submit “Notification of Intent to Perform a Demolition” form to the MPCA. City of New Hope, Minnesota Specifications For Demolition & Related Work (continued) 9. Miscellaneous Provisions & Notices a. Contractor shall erect and maintain all necessary barricades and warnings to adequately safeguard workers, adjacent property, and public. All site access and demolition activities shall be coordinated from Boone Avenue North with control measures in place to minimize impacts to traffic along the street. Contractor may not use parking lot to the north or 42nd Avenue North to access site. b. The demolition and clearing of the site shall be carried out in such a manner to preclude damage to adjacent property or public right-of-way. Contractor shall be solely responsible for any such damage. This includes the replacement of any damaged sidewalks adjacent to the property. c. Contractor is to provide dust control during demolition process by spraying water so as to suppress airborne dust. Water tank(s) can be filled at no cost at the New Hope Public Works building at 5500 International Parkway. Please notify Public Works staff one week in advance of the request. d. Submission of a proposal will constitute an incontrovertible representation by contractor that contractor has complied with every requirement of these specifications and attachments thereto; that without exception the proposal is premised upon performing and furnishing the work including but not limited to the specific means, methods, techniques, sequences, procedures, or precautions expressly required by these specifications and attachments thereto; that contractor has received from city satisfactory written resolution of any conflicts, errors, ambiguities, and discrepancies; and that these specifications and attachments thereto are generally sufficient to indicate and convey understanding of the terms and conditions for performing and furnishing the work. Attachments • Site photos • Aerial map • Hazardous material report • Figure 1: Proposed Site Grading and Drainage • Figure 2: Proposed Utility Services • Right of entry agreement • Water valve top sections City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota Remove sidewalks Remove sidewalk up to parking lot City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota City of New Hope, Minnesota All vegetation shown to be removed to allow for proper grading of NE part of lot He nn e pin Cou n ty P ro perty Ma p Da te : 8/1 5/20 22 Comm en ts: 1 inc h = 1 00 fee t PAR CEL ID: 18 118 21 210 10 7 OWN ER N AME: Eco D ev Au t h City N ew Ho pe PAR CEL AD DRESS: 4 201 Bo one Ave N , N ew Ho pe MN 554 28 PAR CEL AR EA: 0.6 a cr es , 2 6,19 2 sq ft A-T-B: To rr ens SAL E PR ICE: $73 ,0 00 SAL E D ATA: 1 0/20 03 SAL E C OD E: Exclu de d Fro m Ra tio Stud ies ASSESSED 20 21 , PAYABLE 202 2 PROPERT Y TYPE: C omme rcial-Pr efer re d H OM ESTEAD : N on -H ome stea d M AR KET VAL UE: $0 TAX TO TAL: $1 ,8 97.3 9 ASSESSED 20 22 , PAYABLE 202 3 PRO PER TY TYPE: C omm erc ial HO MESTEAD: No n-H om es te ad MARKET VALU E: $0 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not s uitable for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 2 SS SS HH ROCKROCK H U CTV C HH H H 8610 H 4204 8640 CON E-C E - C GARAGE FLOOR ELEVATION: ±926.5 GARAGE FLOOR ELEVATION: ±927.0 8640 10% 18' 5 % 8%5% 55' GRADE TO DRAIN (TYP.) DATE PROJ. NO. P l o t D a t e : 0 8 / 1 0 / 2 0 2 2 - 5 : 3 3 p m D r a w i n g n a m e : R : \ c l i e n t \ m u n i c i p a l \ n e w _ h o p e _ c i _ m n \ P l a n n i n g \ 2 0 2 2 \ 4 2 0 1 _ b o o n e _ a v e n u e _ f o r m e r _ t r e e h o u s e _ p r o p e r t y \ C A D \ D w g \ 1 9 3 8 0 5 5 5 0 _ 4 2 0 1 b o o n e _ X S X Z . d w g X r e f s : , 1 9 3 8 0 5 5 5 0 _ 4 2 0 1 b o o n e _ X S X T 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROPOSED SITE GRADING AND DRAINAGE CITY OF NEW HOPE, MN 4201 BOONE AVENUE N LOT SPLIT 8/10/2022 193805550 F I G U R E1 N 0 30 60 42ND AVE N (CSAH 9) B O O N E A V E N PROPOSED 10' DRAINAGE AND UTILITY EASEMENT GRADE TO DRAIN (TYP.) CONSTRUCT ±2' - 3' BERM WITH EXCESS SITE COMMON BORROW EXISTING ROCK RETAINING WALL AND PLANTINGS TO REMAIN IN PLACE. SS SS HH ROCKROCK H U CTV C HH H H G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G l l l l l l>>>>>>>> > > > > > > > > > > > > > > > > > > > >> >> > > > > > > l l l l l l l l l l l l l 8610 >>>>>> H l l l l l l l l l 4204 8640 8"CIP 9 " V C P 4"VCP 3/4" COPPER 1 2 " C I P 9"VCP 9" VCP 12" RCP >l l l l l DATE PROJ. NO. P l o t D a t e : 0 8 / 1 0 / 2 0 2 2 - 4 : 5 3 p m D r a w i n g n a m e : R : \ c l i e n t \ m u n i c i p a l \ n e w _ h o p e _ c i _ m n \ P l a n n i n g \ 2 0 2 2 \ 4 2 0 1 _ b o o n e _ a v e n u e _ f o r m e r _ t r e e h o u s e _ p r o p e r t y \ C A D \ D w g \ 1 9 3 8 0 5 5 5 0 _ 4 2 0 1 b o o n e _ X S X T . d w g X r e f s : 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROPOSED UTILITY SERVICES CITY OF NEW HOPE, MN 4201 BOONE AVENUE N LOT SPLIT 8/10/2022 193805550 F I G U R E2 N 0 30 60 LEGEND PROPOSED SANITARY SEWER SERVICE PROPOSED WATER SERVICE W/. CURB STOP & BOX CURB STOP & BOX 5 4 T H A V E N UTILITY NOTES 1 REMOVE EXISTING AND INSTALL NEW 34" CURB STOP AND BOX. FREEZE SERVICE LINE PRIOR TO WORK. 2 TELEVISE AND CIPP LINE EXISTING 4" VCP SANITARY SEWER SERVICE (APPROX. 20 LF FROM ROW TO MAIN) 3 INSTALL 4" PVC SANITARY SEWER SERVICE WITH WYE. EXTEND 20 LF @ MIN. 2.0% SLOPE AND INSTALL CAP. PATCH EXISTING PAVEMENT, CURB AND SIDEWALK. STAMP LOCATION IN CURB. 4 INSTALL 55 LF - 1" COPPER WATER SERVICE WITH 1" CURB STOP AND BOX. INSTALLATION SHALL BE VIA TRENCHLESS METHOD (I.E. PNEUMAGOPHER). PATCH EXISTING PAVEMENT AND SIDEWALK. 1 3 4 2 GENERAL NOTES 1. NEW SERVICE LOCATIONS WILL BE VERIFIED IN THE FIELD BY OWNER. CONTRACTOR IS RESPONSIBLE FOR EXTENDING SERVICES FROM RIGHT-OF-WAY TO NEW HOMES. 2. PROTECT ALL EXISTING TREES, UTILITIES, PAVEMENT, ETC. UNLESS OTHERWISE NOTED. 3. BOONE AVE N PAVEMENT PATCH TO MATCH EXISTING WITH MINIMUM: 1.5" SP 12.5 WEAR COURSE 3.5" SP 12.5 BINDER COURSE 3.0" SP 12.5 NON-WEAR COURSE ±6" CLASS 5 AGGREGATE BASE (EXISTING AGGREGATE IS SALVAGED RECLAIM MATERIAL) 4. SIDEWALK PATCH TO MATCH EXISTING. 5. UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS. 42ND AVE N (CSAH 9) APPROXIMATE PROPOSED HOUSE FOOTPRINT(TYP.) APPROXIMATE PROPOSED DRIVEWAY LOCATION EX. SAN MH RIM = 920.4 +/- INV. = 908.6 +/- B O O N E A V E N l > PROPOSED 10' DRAINAGE AND UTILITY EASEMENT PROPOSED 25' X 25' DRAINAGE AND UTILITY EASEMENT SS SS HH ROCKROCK H U CTV C HH H H G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G l l l l l l>>>>>>>> > > > > > > > > > > > > > > > > > > > >> >> > > > > > > l l l l l l l l l l l l l 8610 >>>>>> H l l l l l l l l l 4204 8640 8"CIP 9 " V C P 4"VCP 3/4" COPPER 1 2 " C I P 9"VCP 9" VCP 12" RCP >l l l l l DATE PROJ. NO. P l o t D a t e : 0 8 / 1 0 / 2 0 2 2 - 4 : 5 3 p m D r a w i n g n a m e : R : \ c l i e n t \ m u n i c i p a l \ n e w _ h o p e _ c i _ m n \ P l a n n i n g \ 2 0 2 2 \ 4 2 0 1 _ b o o n e _ a v e n u e _ f o r m e r _ t r e e h o u s e _ p r o p e r t y \ C A D \ D w g \ 1 9 3 8 0 5 5 5 0 _ 4 2 0 1 b o o n e _ X S X T . d w g X r e f s : 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROPOSED UTILITY SERVICES CITY OF NEW HOPE, MN 4201 BOONE AVENUE N LOT SPLIT 8/10/2022 193805550 F I G U R E2 N 0 30 60 LEGEND PROPOSED SANITARY SEWER SERVICE PROPOSED WATER SERVICE W/. CURB STOP & BOX CURB STOP & BOX 5 4 T H A V E N UTILITY NOTES 1 REMOVE EXISTING AND INSTALL NEW 34" CURB STOP AND BOX. FREEZE SERVICE LINE PRIOR TO WORK. 2 TELEVISE AND CIPP LINE EXISTING 4" VCP SANITARY SEWER SERVICE (APPROX. 20 LF FROM ROW TO MAIN) 3 INSTALL 4" PVC SANITARY SEWER SERVICE WITH WYE. EXTEND 20 LF @ MIN. 2.0% SLOPE AND INSTALL CAP. PATCH EXISTING PAVEMENT, CURB AND SIDEWALK. STAMP LOCATION IN CURB. 4 INSTALL 55 LF - 1" COPPER WATER SERVICE WITH 1" CURB STOP AND BOX. INSTALLATION SHALL BE VIA TRENCHLESS METHOD (I.E. PNEUMAGOPHER). PATCH EXISTING PAVEMENT AND SIDEWALK. 1 3 4 2 GENERAL NOTES 1. NEW SERVICE LOCATIONS WILL BE VERIFIED IN THE FIELD BY OWNER. CONTRACTOR IS RESPONSIBLE FOR EXTENDING SERVICES FROM RIGHT-OF-WAY TO NEW HOMES. 2. PROTECT ALL EXISTING TREES, UTILITIES, PAVEMENT, ETC. UNLESS OTHERWISE NOTED. 3. BOONE AVE N PAVEMENT PATCH TO MATCH EXISTING WITH MINIMUM: 1.5" SP 12.5 WEAR COURSE 3.5" SP 12.5 BINDER COURSE 3.0" SP 12.5 NON-WEAR COURSE ±6" CLASS 5 AGGREGATE BASE (EXISTING AGGREGATE IS SALVAGED RECLAIM MATERIAL) 4. SIDEWALK PATCH TO MATCH EXISTING. 5. UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS. 42ND AVE N (CSAH 9) APPROXIMATE PROPOSED HOUSE FOOTPRINT(TYP.) APPROXIMATE PROPOSED DRIVEWAY LOCATION EX. SAN MH RIM = 920.4 +/- INV. = 908.6 +/- B O O N E A V E N l > PROPOSED 10' DRAINAGE AND UTILITY EASEMENT PROPOSED 25' X 25' DRAINAGE AND UTILITY EASEMENT Page 1 of 1 Shop Drawing Review Review Notes: Submittal #3 – Core&Main – Utilities Materials – Resubmitted #2 – Offset Curb Box Lids Approved for construction. Thank you, Ann Project:City of New Hope – 2020 Infrastructure Improvements Reviewed Reviewed As Noted Revise And Resubmit Seal & Signature Required Review by Stantec is for the sole purpose of ascertaining general conformity with design. Contractor is responsible for dimensions, fabrication and construction methods, coordination of sub- trades, detail design of components, and errors or omissions on Shop Drawings. STANTEC CONSULTING SERVICES INC. To:Northwest Asphalt Inc.-Jeremy Gylland From:Stantec Client:City of New Hope File No.: 193804756 Specification Section No.and Name: 33 10 00 – Water Utilities 33 12 12 – Water Services 33 40 00 – Storm Drainage Utilities Signed by: Ann Dienhart Date: 5/4/2020 48 49 46 TREE GRATES NEENAH FOUNDRY TREE GRATES SURE-FIT FRAMES AND FRAMES 45 WATER VALVE TOP SECTIONS MALE/FEMALE TOP SECTIONS ESS BROTHERS AND SONS, INC. METRO: 763-478-2027 OUT-STATE: 1-800-478-2027 FAX: 763-478-8868 REPAIR PART FOR BROKEN TOP SECTIONS &XUE %R[ 5HSDLU /LGV 9350 County Road 19 Loretto, MN 55357 ‡ P: 763.478.2027 ‡ 7) 800-.478.2027 F: 763.478.8868 ‡ www.essbrothers.com 45 WATER VALVE TOP SECTIONS MALE/FEMALE TOP SECTIONS ESS BROTHERS AND SONS, INC. METRO: 763-478-2027 OUT-STATE: 1-800-478-2027 FAX: 763-478-8868 REPAIR PART FOR BROKEN TOP SECTIONS 45 WATER VALVE TOP SECTIONS MALE/FEMALE TOP SECTIONS ESS BROTHERS AND SONS, INC. METRO: 763-478-2027 OUT-STATE: 1-800-478-2027 FAX: 763-478-8868 REPAIR PART FOR BROKEN TOP SECTIONS 45 WATER VALVE TOP SECTIONS MALE/FEMALE TOP SECTIONS ESS BROTHERS AND SONS, INC. METRO: 763-478-2027 OUT-STATE: 1-800-478-2027 FAX: 763-478-8868 REPAIR PART FOR BROKEN TOP SECTIONS ESS BROTHERS AND SONS, INC. METRO: 763-478-2027 OUT-STATE: 1-800-478-2027 FAX: 763-478-8868