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Home My WebLink About07I River Acres Water Main Extension Project To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, P.E., Public Works Director/City Engineer Amanda Groh, P.E., Assistant City Engineer Date: February 12, 2020 Re: River Acres Water Main Extension Project – Approve Plans and Specifications and Establish a Bid Date Background On September 18, 2019, the City Council approved the grant agreement with the Minnesota Pollution Control Agency (MPCA) for the River Acres Water Main Extension Project with minor modifications by the City Attorney. This agreement secured funding through the 3M Settlement Agreement to extend water service to the 123 properties in the River Acres neighborhood. A neighborhood meeting was held on October 10, 2019, with approximately 51 of the properties represented at the meeting, to discuss the project in further detail with the property owners. The River Acres neighborhood has 88 of the 123 existing wells currently over the Health Based Values (HBVs) for PFAS. These wells have experienced high levels of contamination since the 2000’s, with fluctuations that require constant monitoring by the Minnesota Department of Health (MDH). The wells that are over the HBVs currently have whole house granular activated carbon (GAC) filters provided by the MPCA. The City proposed a water main extension project for this neighborhood due to the high level of PFAS in the wells and the amount of 3M funding that the State needs to spend per year to treat and monitor these wells. Additionally, as long as residents are on private wells, they need to continue to spend money to maintain them even though they are contaminated. Discussion Summary of Improvements The proposed project includes extending watermain throughout the River Acres neighborhood through a connection at the intersection of 100TH Street and Ideal Avenue. Watermain will be extended along each of the roads in this area, services would then be provided to each prop- erty, modifications would be completed within the home to convert the service from private well to City, and the private well would be sealed. Additionally, fire hydrants would be added to this neighborhood to increase fire safety. Typically for a watermain extension project, a property owner would be assessed all costs to connect to City water; however, these connections will come at no cost with this grant funding. Plans and Specifications Plans and specifications have been prepared in accordance with City standards and specifica- tions. The engineer’s estimate for the construction of the improvements is $6,710,000. The Honorable Mayor, City Council, and Jennifer Levitt River Acres Water Main Extension Project Approve Plans & Specifications and Set Bid Date February 12, 2020 Page 2 costs outlined for the specific improvements will be fully funded through the 3M Settlement Agreement. Bid Date A bid date of March 19, 2020, at 10:00 a.m. will provide ample time to provide required notifica- tion to contractors. A pre-bid meeting will also be held to allow contractors to ask clarifying questions prior to bidding. Recommendation It is recommended that the City Council adopt the attached resolution approving the plans and specifications and establishing a March 19, 2020, bid date for the River Acres Water Main Extension Project. 133 FILE NO. 1 COTTG152674 . PROFESSIONAL MINNESOTA DESCRIPTION INDEX www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 GOVERNING SPECIFICATIONS Signature UNDER THE LAWS OF THE STATE OF STEVE DENNIS - COUNCIL MEMBERJUSTIN OLSEN - COUNCIL MEMBERJENNIFER LEVITT - CITY ADMINISTRATOR MYRON BAILEY - MAYORDAVE THIEDE - COUNCIL MEMBERLA RAE MILLS - COUNCIL MEMBERRYAN BURFEIND - CITY ENGINEER/ PUBLIC WORKSDIRECTORKORINE LAND - ATTORNEY COTTAGE GROVE, MINNESOTA SHEET NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER AND STREET CONSTRUCTION" SHALL GOVERN EXCEPT AS MODIFIED BY THEALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2018EDITION OF THE CITY OF COTTAGE GROVE "STANDARD SPECIFICATIONS FOR UTILITYSPECIFICATIONS FOR THIS PROJECT.MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATESTFIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. R N.T.S. Know what's DR NOITA VONNI 1 6 Y W H O S S U D R R E L L I M O S E V A PROJECT LOCATION A C I A M A J NOTE:THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR SHALL CALL THE GOPHER STATE ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION. FOR 110TH ST SO OS EVA L AEDI 100TH ST SO CITY OF 113TH ST SO CITY PROJECT NO. 152674 CONSTRUCTION PLANS GUTTER, BITUMINOUS, AGGREGATE BASE, RESTORATION RIVER ACRES WATER MAIN EXTENSION COTTAGE GROVE, MINNESOTA WATER MAIN, WATER MAIN JACKING, WATER SERVICE BORING, CONCRETE CURB & DITCH / SWALERIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL STREET CENTERLINERIGHT-OF-WAYPERMANENT EASEMENTTEMPORARY EASEMENTCONSTRUCTION LIMITSSANITARY SEWER, BULKHEAD AND MANHOLEFORCE MAINSANITARY SERVICE AND CLEANOUTWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEWATER VALVE MANHOLE, REDUCER, BEND AND CROSSWATER SERVICE AND CURB STOP BOXSTORM SEWER, MANHOLE AND CATCH BASINCULVERT AND APRON ENDWALLDRAIN TILE STREET NAME SIGN TRANSFORMER AND METER RIGHT OF WAYPERMANENT EASEMENTPROPERTY LINEHORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKERSOIL BORINGSANITARY SEWER AND MANHOLEFORCE MAIN AND LIFT STATIONSANITARY SEWER SERVICE & CLEANOUTWATER MAIN, HYDRANT, VALVE AND MANHOLEWATER SERVICE AND CURB STOP BOXSTORM SEWER, MANHOLE AND CATCH BASINCULVERT AND APRON ENDWALLGAS MAIN, VALVE, VENT AND METER HANDHOLEBURIED FIBER OPTIC CABLE AND MANHOLEBURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED TV CABLE, PEDESTAL AND MANHOLEBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,OVERHEAD WIRE, POLE AND GUY WIRELIGHT POLETRAFFIC SIGNALSIGN (NON STREET NAME)RAILROAD TRACKSDECIDUOUS AND CONIFEROUS TREEBUSH / SHRUB AND STUMPEDGE OF WOODED AREAWETLANDBUILDINGFENCE (UNIDENTIFIED)BARBED WIRE FENCECHAIN LINK FENCEELECTRIC WIRE FENCEWOOD FENCEWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAILPOST / BOLLARDRETAINING WALL PROPOSED EXISTING E T G TV CO > E W > TV S G T S XX" 6" P-OH G # > > XX X XP FM FMHHXCXE WETXWD I XWW 6+00 6" >> P-BUR FO > G I W > T-BUR > TV-BUR P-OH I E S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674TL.dwg 2/12/2020 5:10 PM Plot: mgunderson 2/12/2020 3:08 PMSave: 133133 2 152674 FILE NO. CONSTRUCTION NOTES RIVER ACRES WATERMAIN EXTENSION 4688 CY - 110TH ST. S499 CY - 113TH ST. CT. S 6301 CY - IDEAL AVE. S3159 CY - 115TH ST. S, INMAN AVE. S, & 113TH ST. S (STA. 124+75 TO STA. 165+25) 1787 CY - 113TH ST. S (WEST)1729 CY - RIVER ACRES RD. S (STA. 103+75 TO STA. 124+75)162 CY - RIVER ACRES RD. S (EAST GRAVEL ROAD) COMMON EXCAVATION BREAKDOWN MINNESOTA COTTAGE GROVE, UNDER 40913 COMMON EXCAVATION (CY) (P) = 18325 CY CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . RIVER ACRES RD. S (WEST END THROUGH THE RAILROAD CROSSING AT 115TH ST. S)RIVER ACRES RD. (RIVER ACRES RD. S/115 ST. S RAILROAD CROSSING INTERSECTION TO EAST END) IDEAL AVE. S (100TH ST. S TO 113TH ST. S)113TH ST. S (IDEAL AVE. S TO INMAN AVE. S)INMAN AVE. S (113TH ST. S TO 115TH ST. S)115TH ST. S (INMAN AVE. S THROUGH RAILROAD CROSSING AT RIVER ACRES RD.)110TH ST. S113TH ST. S (WEST END TO IDEAL AVE. S) MINNESOTA 02/19/2020 PROJECT PHASING PHASE 1:PHASE 2:CONTRACTOR SHALL COORDINATE WITH POST MASTER TO DETERMINE THE LOCATION OF MAILBOX BANKS FOREACH PHASE OF THE PROJECT. 140 #/CF 59 #/ACRE 350 #/ACRE 120 #/ACRE Date: 80 CY/ACRE SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 0.08 GAL/S.Y. 113 #/SY/INCH113 #/SY/INCH www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 BASIS OF ESTIMATED QUANTITIES XCEL ENERGY (ELECTRIC)XCEL ENERGY (GAS) KNOWN PRIVATE UTILITIES WITHIN THE PROJECT AREA:BURLINGTON NORTHERN RAILROAD (BNSF)COMCAST (COMM.)CENTURYLINK (COMM.) NORTHERN NATURAL GAS (GAS) SEED MIXTURE 25-141 SELECT GRANULAR BORROWTYPE SP 9.5 WEARING COURSETYPE SP 12.5 NON-WEARING COURSEBITUMINOUS MATERIAL FOR TACK COATMULCH MATERIAL TYPE 6COMM. FERT. ANALYSIS 25-5-10 SEED MIXTURE 25-151 REVISIONS THE CONTRACTOR SHALL LIMIT EQUIPMENT USE AND NUMBER OF ACCESSAND/OR OTHER DRIVING SURFACES DEEMED UNNECESSARY BY THE ENGINEERTHE CONTRACTOR SHALL PROTECT ANY NEWLY CONSTRUCTED ASPHALTTHE CONSTRUCTION PROCESS.THE CONTRACTOR SHALL SUPPLY "AS BUILT" INFORMATION OF WATER SERVICES TEST ROLLING WILL BE REQUIRED ON THIS PROJECT.USE SEED MIXTURE 25-151 FOR RESIDENTIAL TURF RESTORATION. USE SEEDMIXTURE 25-141 FOR GENERAL ROADSIDE RESTORATION.FERTILIZE ALL AREAS TO BE RESTORED WITH SEED.ROUTES ON PRIVATE PROPERTY TO COMPLETE THE PROJECT WITH MINIMALDISTURBANCE WHERE PRACTICAL. ANY DAMAGE TO PRIVATE PROPERTY, TURFSHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE.SURFACE FROM DAMAGE DURING UTILITY INSTALLATION. ANY DAMAGE DEEMEDUNNECESSARY BY THE ENGINEER SHALL BE RESTORED AT THE CONTRACTOR'SEXPENSE. THE DEFINITION OF DAMAGE SHALL INCLUDE, BUT IS NOT LIMITED TO:GOUGES, DENTS, PERMANENT SCRAPES, CRACKING OR ANY OTHER PHYSICALOR VISIBLE CHANGE FROM THE SURFACE'S PREVIOUS CONDITION CAUSED BY SUITABLE MATERIALSSUITABLE MATERIALS SHALL BE ALL GRANULAR SOILS ENCOUNTERED ON THEWHERE SPECIFIED AS SUCH IN THE PLANS.UNSUITABLE MATERIALSOF ANY INPLACE SURFACING OR OTHER STRUCTURES THAT WOULD INTERFEREWITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWEDOR DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITHSPECIFICATION 2104.3C. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARYDIRECTED BY THE ENGINEER.PLACE A MINIMUM OF 0.5 FEET OF LOAM TOPSOIL BORROW ON ALL AREASSCHEDULED FOR TURF RESTORATION. REFERENCE MNDOT SPECIFICATION 3877INCLUDING LENGTH AND LOCATION. PROJECT FROM BORROW, NOT DEFINED AS BEING UNSUITABLE BY THEENGINEER, EXCEPT THAT ONLY SELECT GRANULAR MATERIAL SHALL BE USEDUNSUITABLE MATERIALS ARE ALL MATERIALS DETERMINED BY THE ENGINEER ASBEING UNSUITABLE FOR GRANULAR BORROW OR STRUCTURAL BACKFILL FORROADWAY CONSTRUCTION.PROVIDE FOR THE REMOVAL AND DISPOSAL, OUTSIDE THE CONSTRUCTION ZONE,BY THE DESIGNER.IN FILL SECTIONS, TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE ELIMINATEDFROM THE UPPER 3 FEET OF THE "GRADING GRADE" BENEATH THE ROADWAY AS ALL EXCAVATED MATERIAL SHALL BE USED ONSITE FOR BORROW ITEMS IF MEETS GRADATION REQUIREMENTS UNLESS DIRECTED OTHERWISE BY THIS PLAN OR ASDIRECTED BY THE ENGINEER. CONSTRUCTION NOTES ____ ____ DATE ____ BY ____ NO. STANDARD PLATES , HRC CES MBG, BSS MBG MANHOLE OR CATCH BASIN PRECAST - DESIGNS G AND H REINFORCED CONCRETE PIPE (5 SHEETS)GASKET JOINT FOR R.C. PIPE (2 SHEETS)SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURESCONCRETE SHORT CONE & ADJUSTING RING (SECTIONAL CONCRETE) MANHOLE OR CATCH BASIN (FOR USE WITH OR WITHOUT TRAFFIC LOADS ) (2 SHEETS)STANDARD BARRICADES RING CASTING FOR MANHOLE OR CATCH BASININSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER) COVER CASTING FOR MH (FOR USE IN ALL TRAFFIC AREAS) - CASTING NO. 715 & 716PEDESTRIAN CURB RAMP (FOR THE HANDICAPPED) (12 SHEETS)CONCRETE CURB AND GUTTER DESIGN B & V DESIGN TEAM 7111J 4006L TOP OF GRADING GRADE3000L 3006G 3007D 4010H 4020J4101D8000I ALL USES OF THE WORD "INCIDENTAL" IN THESE CONSTRUCTION DOCUMENTS(P) DENOTES A PLAN QUANTITY ITEMADDITIONAL EROSION CONTROL MEASURES NECESSARY, OR AS DIRECTED BYALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE.TOP OF "GRADING GRADE" IS HEREBY DEFINED AS THE TOP OF THE SELECTGRANULAR MATERIAL OR THE BOTTOM OF THE AGGREGATE BASE.4110F7100H SHALL BE CONSTRUED TO MEAN INCIDENTAL WORK FOR WHICH NO DIRECTCOMPENSATION SHALL BE MADE.CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES ASSHOWN ON THESE PLANS AND SPECIFICATION, AND WILL IMPLEMENT ANY7036F ANY USE OF TRENCH BOX, SHEETING, SHORING OR OTHER METHODS ORACCOMPLISHED BY THE "QUALITY COMPACTION METHOD".APPLICATION RATES ARE BASED ON DILUTED TACK MATERIAL.AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE-CALL.ENGINEER, IN ORDER TO PROTECT ADJACENT PROPERTY. MEANS OF CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION WITHINTHE CONSTRUCTION LIMITS OR SLOPE EASEMENTS SHOWN WILL BECONSIDERED TO BE INCIDENTAL AND NO DIRECT COMPENSATION WILL BE MADETHEREFORE.COMPACTION OF GRADING ITEMS, INCLUDING AGGREGATE BASE, SHALL BEBACKFILLING OF CURBS WITH ON-SITE MATERIAL IS INCIDENTAL TO CURBCONSTRUCTION.WHEN CONNECTION TO EXISTING BITUMINOUS PAVEMENT IS REQUIRED, THEPROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL COURSES. THETACK COAT SHALL BE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357 WITH THESHALL BE APPLIED TO THE MILLED BITUMINOUS SURFACE AND BETWEEN ALL NEWLYCONSTRUCTED COURSES.2. THE TACK COAT BETWEEN BITUMINOUS LIFTS SHALL BE APPLIED AT A UNIFORMWATER, GAS, ELECTRIC, TELEPHONE, SEWER, AND TV CABLE LINES SHOWN ON THEDRAWINGS ARE PLOTTED FROM THE BEST INFORMATION AVAILABLE AT THE TIME OFPLAN PREPARATION, BUT MAY NOT REFLECT ACTUAL LOCATIONS OR ELEVATIONS.THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BEFORE BEGINNINGCONSTRUCTION WHICH MAY BE AFFECTED BY A UTILITY CONFLICT. THECONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THE OWNERS OF ALL KNOWNBEGINNING EXCAVATION IN THE VICINITY OF THOSE PROPERTIES, THECONTRACTORS ATTENTION IS DIRECTED TO SECTION 1507 IN THE STANDARDSPECIFICATIONS. THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY EDGE OF EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE.FOLLOWING MODIFICATIONS:1. THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS-1 OR CSS-1H) ANDRATE OF 0.08 GALLONS PER SQUARE YARD BETWEEN BITUMINOUS LAYERS. THEUTILITIES BEFORE STARTING ANY OPERATIONS AFFECTING THOSE PROPERTIES, ORUNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE DRAWN BY:DESIGNER:CHECKED BY: THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT. S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674CN.dwg 2/12/2020 5:11 PM Plot: mgunderson 2/12/2020 3:20 PMSave: 133133 3 152674 FILE NO. NOTES STRUCTURE SCHEDULE RIVER ACRES WATERMAIN EXTENSION CATCH BASIN MANHOLE WITH 3 FT. SUMP (SEE DETAIL PLATE STO-6 ON SHEET 6).CATCH BASIN MANHOLE WITH 3 FT. SUMP (SEE DETAIL PLATE STO-6 ON SHEET 6).CATCH BASIN MANHOLE WITH 3 FT. SUMP (SEE DETAIL PLATE STO-6 ON SHEET 6).CATCH BASIN MANHOLE WITH 3 FT. SUMP (SEE DETAIL PLATE STO-6 ON SHEET 6).SHALLOW OFF STREET CATCH BASIN WITH CONCRETE STOOL GRATE FRAME (SEE PIPE FROM STRUCTURE 1 CONNECTS TO EXISTING STRUCTURE 14A.DETAIL PLATE STO-10 ON SHEET 6). X STORM MINNESOTA CONNECT TO EXISTING COTTAGE GROVE, UNDER 40913 R-4342 CASTING R-3067-VBR-3067-VBR-3067-VBR-3067-VB CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER 7.23'7.09'8.44'9.78'3.50' HEIGHT . STRUCTURE MINNESOTA 02/19/2020 48 -4020 CB48 -4020 CB48 -4020 CB48 -4020 CB 48 -4020 MH STRUCTURE DIA. Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 5.11%0.40%0.40% 13.09%12.49% GRADE % PIPE 12" RCP CLASS III12" RCP CLASS III12" RCP CLASS III12" RCP CLASS III12" RCP CLASS III www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 72'75'97'52' 105' PIPE LENGTH PROPOSED STORM SEWER SCHEDULE 796.9797.5 784.09793.07797.29 TO INVERT ELEVATION 796.9 784.09793.07797.29 INVERT ELEVATION 788.32797.16802.34804.07801.00 ELEVATION TOP OF CASTING REVISIONS 1234 EX. 14A DRAINS TO 39.89 -11.63-11.84-11.99-12.00 OFFSET STATION 140+54.93141+39.25 139+74.48142+36.39142+36.36 ____ STREET 113TH ST. S113TH ST. S113TH ST. S INMAN AVE. SINMAN AVE. S ____ DATE ____ BY 12345 ____ NO. STRUCTURE , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674SS.dwg 2/12/2020 5:11 PM Plot: mgunderson 2/11/2020 2:58 PMSave: 133133 4 DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674DT.dwg 2/12/2020 5:11 PM Plot: hcunningham 2/12/2020 4:09 PMSave: 133133 5 DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674DT.dwg 2/12/2020 5:11 PM Plot: hcunningham 2/12/2020 4:09 PMSave: 133133 6 DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674DT.dwg 2/12/2020 5:11 PM Plot: hcunningham 2/12/2020 4:09 PMSave: 133133 7 DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674DT.dwg 2/12/2020 5:11 PM Plot: hcunningham 2/12/2020 4:09 PMSave: 133133 8 HOUSE DETAILS OUTSIDE OF HOUSE 4" TO 2" WATER SERVICE REDUCTION RIVER ACRES WATERMAIN EXTENSION 7.5' MIN. BURY DEPTH UNDER 6'-8' Lic. No. 1' 2' MAX - SPACER TO END OF CASING PROFESSIONAL ENGINEER 1' 2' MIN - END OF CASING TO MEGALUG . WATER CASING PIPE DETAIL MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1 A BITUMINOUS ROADWAYWITH NO CURB & GUTTER,CONSTRUCT A BITUMINOUS IF HYDRANT IS ADJACENT TOPAD USING 3" BITUMINOUSMIX AND 6" GRAVEL BASE. 1 1 1 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674DT.dwg 2/12/2020 5:11 PM Plot: hcunningham 2/12/2020 4:09 PMSave: 133133 9 152674 FILE NO. TYPICAL SECTIONS WEARING COURSE 3" TYPE SP 9.5 MIXTURE (SPWEA240B) 8" CL. 5 AGGREGATE BASE (MIN.) RIVER ACRES WATERMAIN EXTENSION 6" CONCRETE DRIVEWAYPAVEMENT 4" CL. 5 AGGREGATE BASE (MIN.) R/W . X A M 1 : 4 MINNESOTA BITIMINOUS DRIVEWAY VARIES COTTAGE GROVE, CONCRETE DRIVEWAY 6" CL. 5 AGGREGATE BASE (MIN.) UNDER % 40913 2 VARIES 5.5'-7' CHAD SETTERHOLM, PELic. No. L C PROFESSIONAL ENGINEER . VARIES 11'-14' 4" CL. 5 AGGREGATE BASE (MIN.)% 2 MINNESOTA TYPICAL SECTION 02/19/2020 VARIES 5.5'-7' . 2357 BIT. TACK COAT X MIXTURE (SPWEA330C - SPECIAL)2" TYPE SP 9.5 WEARING COURSEMIXTURE (SPWEA330C) 1.5" TYPE SP 9.5 WEARING COURSE6" CL. 5 AGGREGATE BASE (MIN.) 12" COMPACTED SUBGRADE Date: VARIES SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF A I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT M 1 : 4 RIVER ACRES ROAD (STA. 200+55 TO STA. 207+50) GRAVEL DRIVEWAY INSET A www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 R/W 6" (MIN.) LOAM TOPSOIL BORROW & SEED (TYP.) R/W R/W . X A . M X A 1 : SHLDR M 4 1 2' : 4 4' BLVD. VARIES VARIES SEE INSET A SEE INSET A % % 2 2 12' REVISIONS VARIES 8'-20' L L C C 24' F-F VARIES 16'-31' %IDEAL AVE SO INMAN AVENUE SO % 2 2 110TH STREET SO113TH STREET SO115TH STREET SO TYPICAL SECTION TYPICAL SECTION 113TH STREET CT SO 12' VARIES 8'-13.5'B618 CONC. C&G (TYP.) 3.5" AGG. CL III(TYP.) VARIES VARIES . X 4' A BLVD. ____ M RIVER ACRES ROAD (STA. 103+70 TO STA. 124+50) . 1 : X 4 A SHLDR M____ DATE 1 : 2' 4 ____ BY ____ R/W NO. R/W & SEED (TYP.) & SEED (TYP.) , HRC WATER MAIN IMPROVEMENTS. REMOVE & REPLACE CONCRETE C&G ASDIRECTED BY ENGINEER TO ACCOMMODATE CES MBG, BSS MBG 1. DESIGN TEAM NOTES: 6" (MIN.) LOAM TOPSOIL BORROW 6" (MIN.) LOAM TOPSOIL BORROW DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674TY.dwg 2/12/2020 5:12 PM Plot: mgunderson 2/11/2020 3:02 PMSave: 600 feet 133133 10 300 152674 FILE NO. 0 150 300 scale .OS .EVA LAE DI ALIGNMENT PLAN CONTINUED AT LEFT RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . . O S . E V A MINNESOTA N A M N 02/19/2020 I D R . OS . SE R O Date: T SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT . S C E OA E T S ER R T E T E S E R V I TE H R S R T T 5 H D S1 T R 1 0 H 1 S T 1 E 3 1 www.sehinc.com R PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1 C A R E V I R . O S . T C D A T O E A LAEDIER .OS .EV DI EVA LAE .OS . R S T E S R H C T A 3 1R CONTINUED AT RIGHT 1 E V I R REVISIONS . O S T VERTICAL DATUM = NAVD88 DATUMSHORIZONTAL DATUM = NAD83 (1986) E E R T . S O H S T T 3 1 E 1 E R T S H T 0 1 1 ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674AP.dwg 2/12/2020 5:12 PM Plot: mgunderson 2/11/2020 3:32 PMSave: 133133 11 152674 FILE NO. ALIGNMENT PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674AP.dwg 2/12/2020 5:12 PM Plot: mgunderson 2/11/2020 3:32 PMSave: 133133 12 152674 FILE NO. ALIGNMENT PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674AP.dwg 2/12/2020 5:12 PM Plot: mgunderson 2/11/2020 3:32 PMSave: T 60 -P-OH feet 60B feet U 133 R 0 0 G G 00 + 13 + R8 1 U 6 B - 609 T T -30 I B 30 U R I 152674 R FILE NO. U B - P C TT - B-X 0 B 0 U P-OH U R R G G 15 R 15 U B - R TT -U H B I 30 B scale U- 30O - scale RP P I R U 0 B 0 - 00 T T+ - + C 7 B 1 X U P-BUR 6 P R 608 7992 - O H G G R U B - TT - B I H U R RO REMOVALS -U PB I - P R U B - T-BURT G C X P - R G B G U U B R - H PO T-BURP- -T B P U RIVER ACRES WATERMAIN EXTENSION -R O I 0 H 0 00 + I + 6 1 R 6 U 607 B - T-BURT G C X RG G U P-BUR B - TT - P-OH B P U - R B P U - O R I H R U MINNESOTA B - T-BUR T COTTAGE GROVE, C X R 0 G U I 0 G B 00 -+ T-BUR +T P 615 P-OH - UNDER B 606 U 40913 RP P - - I O B R HU U R B - TT - B U Lic. 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X - T I R U B - G T I G MINNESOTA P ROW (TYP.) -BUR T-BUR R 00 U +02/19/2020 B - 1 T4 H 6 O - 0 P0 C R +X G U B C - T-BUR R650 X P I -OH UP Date: H P-O B OHSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF P-I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - TG OH P- I R OH P- U -OH P B H P-O P-OH- H P-OP T-BUR R U B - T 7 H 6 X 1 O - 8 P G XC RT-BUR R C I U U X B B - - P T G 00 I www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 640 T-BUR R 00 U + B - CONSTRUCTION LIMITS (TYP.) T 649 X R U B -C G T X R IDEAL AVENUE SOUTHIDEAL AVENUE SOUTH U I C B -X R T U BG - I P R H U ROW (TYP.) O - B R- P T U R B U - CONSTRUCTION LIMITS (TYP.) 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PAUL, MN 55110-5196 00+ X + T-BUR H667 R O -658 U P B - T I C X T-BUR G R I GU IDEAL AVENUE SOUTH B IDEAL AVENUE SOUTH - T P-BUR CONSTRUCTION LIMITS (TYP.) C X T-BUR H R O U H - B P O - - T P P-BUR I C T-BUR R00 X G I U 00+ G B +- ROW (TYP.) T 7 666 R 5 6 U B - P C T-BUR XR U B - P-OH T P-OH I P-BUR T-BUR C I G X G REVISIONS T-BUR T-BUR P-BUR XC H O - P 00 7 6 00P-OH+ 1 + 8 I 665 T-BUR T-BUR 656 P-BUR I C G X G R R U U B B- - T T CONSTRUCTION LIMITS (TYP.) C X P-BUR P-OH R P-OH U B - T-BUR T I G C GX P-BUR R U B I - T-BUR 00 T 00+ + C 664 H X O655 - PR P-BUR U P-OH B - T-BUR DATE T I G BY G XC R U P-BUR B I - T-BURNO. 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No. CHAD SETTERHOLM, PE R U B - G P PROFESSIONAL ENGINEER H O R - U H P . T-BUR BCC O - CONSTRUCTION LIMITS (TYP.) - XX P P MINNESOTA I 0 0 CONSTRUCTION LIMITS (TYP.) + T-BUR 4 G 0 5 02/19/2020 G PG RUB- 4 2 6 H 7 O - P HO-P0 0T-BUR H +R CC I O - 1 U XX Date: 1P B G SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 5- R U P B - P R RU U B - P B - T G I R U B - P-OH P-OHUB-P R RUB-P T G TV-BUR I V-BUR 0T 0 + 3 www.sehinc.com 0PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 5 T-BUR 0 0 + 0 G H 1 O 5 - P T-BUR R 110TH STREET SOUTH110TH STREET SOUTH U I G B - P 1 2 5 I 7 T-BUR R 0 0U G H B + - O - 2T P 0 5 R P-BURU B I 00 - T + I 509 2 8 6 7 P-BUR OH P- G G R U B - P 9 9 R 6 U 7 RG REVISIONS U B - PB - T P-BUR H 0 O 0 - I P + 1R 0 U G 5 B - T G 00 R + U B - 508 T X H O I- P-BUR P R U B - T G R U 0 B 0 - T + 0 0 5 H I O R- P U B P-BUR - 0 T 0 DATE + G 507 BY R U B - T NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674RM.dwg 2/12/2020 5:16 PM Plot: mgunderson 2/12/2020 3:26 PMSave: 60 R feet+ 60 H feet U O 133 B- - 532P T I R 18 U R B -U T B - 30 RP 30 U B - 0 T 0 R + G152674 U FILE NO. 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P U B I T-BUR - T G R H U O B 00 - -MINNESOTA + PT 8 G R 2 5U B T-BUR - T 02/19/2020 R U H I B - R O - T U P B R - R U P U B 00T-BUR B I- - T +Date: P SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 9 G 1 5 G R CONSTRUCTION LIMITS (TYP.) R T-BUR U U B B- - T T P-BUR R U -B TV CX R U B - T H R UG -BG T O - P 0 R 0 R T-BUR U I+U B R R 7891 U B--B 7T U- T 2R G U RTB B- GT 5 - G U P www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 G B - G T R G RU H R R T-BUROU UB - I -B U P- B P T B- P-BUR H - 00+516 00+416 P-BURT T O G G-I I I 00P +RUB -TR UB-T RUB-T RUB-T RUB-T 8 1 UR P-B 5 R -BU P T-BURH 110TH STREET SOUTH-O 110TH STREET SOUTH P I OH P- R U G B - T H O - P G T-BUR R R U H U B 00 O B- - - + P P-BUR P T 526 7830 T-BUR I R I U B G - T P-OH 00 7979 T-BUR +G P-OH 7 1 R R P-BU UR 5P-BG U B -R R T U UG B B - - G P P G I R R U I U B REVISIONS - B G- T T 0 RUP-OH B-0 P + 5 G 2 R 5 R U H U B O - B - - T P T R R U U B B - - 7992 P P I R R U 00 U I B +- B - T 6 G T 1 5 7810 P-OH G R R U U B - B 7980 - T T P-BUR R U R CONSTRUCTION LIMITS (TYP.) I B R 00 - U U +P B I - B - T T G 524 G G R 7797 U BR G - R U P U B - B - T T P-OH DATE 00 + 5 1 5 R BY R I U R U B U- B I - T B G - 7800 T NO. P G H R O R - G RU UP B U - B B- T - , HRC T P0 CES 0 + MBG, BSS MBG 3 2 5 R DESIGN TEAM U B - T CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674RM.dwg 2/12/2020 5:17 PM Plot: mgunderson 2/12/2020 3:26 PMSave: R 60 U feet 60 B feet R- 133 T U B00 - + PR R 19 00FO U U BO +B -550 - F TT R 541 U 30 T-BUR 30B C - X T RR I P-BUR 152674 UU FO FILE NO. BB O - - I F T T G 0G P-OH T-BUR 0 8275 G H R R R O U - 15 U U BFO 15 P -B B R --O P TF TU B - T 30T-BUR scale 30 scale C X R R I U U FO B B -- O 00 I TT P-BURF + 00 T-BUR G GT-BUR +P-OH WATER SERVICE STUB INSTALLATION. PROTECT EXISTING TREES DURING 549 G 540 R R H 8268 UU O R - FO UBB R- B- -P O P TT U H F B O - - T-BUR P PT-BUR G G ROW (TYP.) 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PAUL, MN 55110-5196 R U B -H + T O 422 - RT-BUR U BP - 413 T R U B R - H U P P-BUR G BO -- TP T-BUR R BURU P- 113TH STREET SOUTH113TH STREET SOUTH B - I R P U B R - I U T B H - T O - P G R R RU U B U G - B B - T - P P G 00T-BUR 7825 + 00 + CONSTRUCTION LIMITS (TYP.) 421 I R 7780 P-OH 412U B - R G G U I B T - 7980 T T-BUR H R O U B- - T P 7998 R U B R - G U T R GR B - U U T B B - - R P GG P U B - R T I U P-OH B REVISIONS - TG I T-BUR H R O U - B P - R 00 T U + 00 B - + T G 420 411 T-BUR R GR ROW (TYP.)U U B P-OH B - - R UB -T R R UB-P TTRU P-BURTV-BUB-RT I U CONSTRUCTION LIMITS (TYP.) B - T GG I R G U 0 B R - 5 U T 7 B - 7 T GH P-O H P-O RUB -P RUB-P R U RH B RR - UO UU I T- B BB -P -- 7801 ROW (TYP.) P T P G I 00 7985 G + 00 + P-OHR 419 U B R 410 - U T B - T G 5 DATE G 6 9 7 R BY H U I O B - - R R RP T U U UB - T B I NO. 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G 0 0 G + GP 7 P -4 - O B HG G1 I UNDER U R GR G U 40913 B -H 0 0P O - + P 0 4 1 G Lic. No. CHAD SETTERHOLM, PE 11325 G PROFESSIONAL ENGINEER G I G . G P - G B P U - R O H R G U H O B - - MINNESOTA P P G24" G 24" I 0 0 + 02/19/2020 6 4 1 0 G 0 I + 8399 9 G 3 G 1 GG G Date: G SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT P P - - O HB GH U O R - R U P B - P 8366 PROTECT EXISTINGSTORM SEWER (TYP.) G G I > > G G 0 P 0 8365 - +www.sehinc.com OPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 GP P - O H5H >- 4 B > 1 U 0 R 0 + P 8 3 - G RO 1 U H R G B -P U H P- BO G > O- I - H T > P P - OP P - O H -H B U G R CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.)G R 8388 U I GG B - > T > HO-P 113TH STREET S INMAN AVENUE S R P U P H- - BR OO -G OH -U PH P B - G T G I 0 0 + G 4 > 0G P 4 > 0P -1 R - +B B U U G 7 I U B 3- R G R 1TP - O 8385 H > H R > O U R - R B UP -UP B - P PB - - O T G H G 1134011340 > G > R U I B - G GT 8400 G P GREVISIONS G - B U G R R U 0 B - H0 > 0 T > O I + 0 P - 6 P - + 3 O R1 3 H U 4 B 11343 G 1 - G P R G U I P B G - - T O H G 8391 P - B G >U R > R U P P B --- O H B T H O U - G R P > >RP R 8424 U - UG I BO - B T -H P 0 0 S +T A = 1 4 52 +G 3 6 . 33 4 1 R U B - T G P 0 P - 0B- O R U H U+R B - 2 I T 4 1 P G - O H 8399 DATE P - 11343 GO P H - B U R BY G NO. 8399 , HRC CES 0 MBG, BSS G MBG 0 + 1 I 4 DESIGN TEAM 1 CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674RM2.dwg 2/12/2020 5:23 PM Plot: mgunderson 2/12/2020 3:31 PMSave: 60 feet 60 feet 133 0 0 26 + G 5 0 P 30 3 P - I 8 B - 1 OU 30 2 HR 7 0 G 0 + 9 152674 5 FILE NO. 1 0 0 I 15 15 G 30 scale I 30 scale G 0 0 I + 6 0 3 0 P 0 - + O 8 H 5 G P 1 8 - B 1 I U 5 R 1 G REMOVALS G G I G 0 0 + 7 I 0 3 8 P RIVER ACRES WATERMAIN EXTENSION 1 9 - 4 7 B. 0 3 0 U + 7 R UR P0 -B- O P3 HG 0 0 P+ - O H 7 5 1 G G P - O G H I 8 1 6 P 3 - G B U P G R - CONSTRUCTION LIMITS (TYP.) B G U MINNESOTA R 8 P 1 T - 7 O - B 0 COTTAGE GROVE, H 0 U 0 P 8I R + -0 O 0 2 H 2 I 0 4 4 5 . 0 0 0 0 00 + T + + UNDER 6- P G B 6 5 -6 O 1U6 6 H G40913 1 1 R P - B U T GP R - G B - GLic. No. CHAD SETTERHOLM, PE O U H GR P - O H00+106 +6 0000 I PROFESSIONAL ENGINEER G G G T . - B PU P - -GR B O 8 U H 1 R 7 P - OP 5 RUB-MINNESOTA H RUB-P 00 P-B UR RUB-T B-T RU RUB-T UB-T+ TRG RUB- RUB-T T-B UR T-BUR 3T- BUR P PPHO- -O-P2 OHO-PH -H O 4 0 H 0 I 02/19/2020 +4 00 8 . 5 + 55 5 12 6 8 + G 1 1 3 9 G 2 G G P 0 4 - O G H G 8 Date: 1 SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF GI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R U B 98041 - P G 0 ROW (TYP.) P P - O - BH I U I R P - O H G 8 G G 2 1 7 G 8041 0 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 0 +00 4 + 5 4 1 8 6 8 2 1 2 1 I 1 P 6 6 - B U P R - O H GG G G G I ROW (TYP.) PROTECT STORM SEWERCROSSING (TYP.) 113TH STREET S113TH STREET S I > > > > P G - P > > B - U O R H 0 > > 0 G G 0 + 0 P - O 3 H+ 5 I 3 G 1 6 1 8 2 P -3 O H 6 8 0 P P - P 6 - O O -3 H B H U G > 8 G R 2> I 5 1I G REVISIONS G G 0 0 0 0 + + 2 2 5 6 P11 8 - 2 O 4 G H P G 6 - B U I R I G G G H P-O P - O I HG 0 0 P + I 8- 1 B G6 2 U1 6 R 1 P 8 0 - 0O 2 H 6 + 1 1 5 1 P 8 - G O 2 H 5 6 I DATE P - O H G BY I G P P - O - H B NO. P U -G O P R H0 -P O0 - H +G O 0 H 6 G 1 I P-OH , HRC 8 CES 2 7 CONSTRUCTION LIMITS (TYP.)MBG, BSS MBG 1 8 0 2 0 G 7 + 1 DESIGN TEAM 0 5 1G G P - B U R CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674RM2.dwg 2/12/2020 5:23 PM Plot: mgunderson 2/12/2020 3:31 PMSave: 60 feet 133 27 30 152674 FILE NO. G 8 2 0. 0 5 4 6 + 3 8 8 H 0O - P 152 30 scale 0 0H O - + P 8 0 2 P-OH G G H O G - P RH U O REMOVALS - BR - P U T B - P 7 2 3 8 R I U B - T G 0 0 RIVER ACRES WATERMAIN EXTENSION + R U 7 H 0B G OG - 2 - T P R U B - P R U I B - T H G O - P R U B H - T O - P ROW (TYP.) MINNESOTA R U H R B O -- U I P P COTTAGE GROVE, B 0 - 0 T + 6 0 2 G R UNDER U B - 40913 T H O - P H O - P R U I R Lic. No. CHAD SETTERHOLM, PE B 24" U - 24" B TG - P G PROFESSIONAL ENGINEER G R . U B - T H O - 0 MINNESOTA P 0 + R 5 0 U 2 I B - 02/19/2020 T R U B - P GG R U B - Date: T SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT H O - P 1 R 9 G U 2 B I8 - T R U B - G P 0 0 + 4 0 2 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 OH HP- P-OH O - R P P-BUR P-BUR U B - I T R UR G G G B U - B T - 5 P 8 2 8 H O R - U P B - T I CONSTRUCTION LIMITS (TYP.) 0 0 + R 3 G 0 U 2 B - T R U B - RIVER ACRES ROAD SOUTH P H R O U - B P - T I G R 1 8 U 2 B - 8 T R U BREVISIONS R- P G UG B - P H 0R U OB - P 0- P + I 2 0 2 R U B - G G G T R U B - R T U H B - O - P 9 I P 7 2 R 8 U B - G T G H O - P 0 0 R R U B - +P U H 1 BO - P - 0 T 2 R U B - P I R U B - G T DATE T-BUR T-BURBY T-BUR T-BUR I NO. REMOVE & REPLACELANDSCAPE ITEMS TOINSTALL TEMPORARY ROAD G 0G 0 I 00 +521 +, HRC 00+ I 421 I CES 0 I 0 0 0 + 2 3 2MBG, BSS 1 MBG G G G G DESIGN TEAM G CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674RM2.dwg 2/12/2020 5:24 PM Plot: mgunderson 2/12/2020 3:31 PMSave: 20 feet 133 28 10 152674 FILE NO. 0 5 10 scale 8424 113TH STR. S DRAINAGE GRADING PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS GRADE & RESTORE AREA WITH 6"GRADING ELEVATIONS SHOWN REPRESENTTHE FINISH GRADE ELEVATION OF THE 6"TOPSOIL SECTION.GRADING WORK WILL BE PAID AS"DRAINAGE GRADING AT 8424 113TH ST. S"TOPSOIL AND SEED PLACEMENT, WHICHARE PAID UNDER THE "TOPSOIL BORROW"AND "HYDRO SEEDING (TYPE 25-151)" BID IMPORTED PREMIUM TOPSOIL AND SEEDMIXTURE 25-151.BID ITEM. THIS DOES NOT INCLUDEITEMS RESPECTIVELY. 2.3. 1. NOTES: DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674GP01.dwg 2/12/2020 5:25 PM Plot: mgunderson 2/11/2020 4:00 PMSave: 60 T feet -P-OH B U 133 825820815810805800795790 R 794.45802.45 G 00 29 + 802.5 609+00 609 T 30 - B U R I 152674 FILE NO. P T 0 - B- 794.25802.25 B U P-OH U R R 802.3 G 15 T %% 30- scaleB 99 U 33 .. R 00 I 794.06802.06 00 T - + B802.1 U P-BUR P R 608+00 608 - O H G T ) - B 7 U R (STA. 601+20 TO STA. 614+14) IEL=801.87EL=801.87 793.86801.86 WATER MAIN OFFSET 6.7' L OF C/L PLAN & PROFILE PVT STA=607+53.55PVT STA=607+53.55 FOR 801.9 88 -T-BUR 60EL=801.81EL=801.81 L=20'L=20' K=143.33K=143.33 PVC STA=607+33.55PVC STA=607+33.55 P PVI EL=801.83PVI EL=801.83 - GB U PVI STA=607+43.55PVI STA=607+43.55 R T-BURP RIVER ACRES WATERMAIN EXTENSION - O SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE H 793.72801.72 00 I + 801.8 607+00 607 T-BUR G P-BUR T 793.60801.60 - P-OH B U 801.8 R 8" x 6" DIP REDUCERI 12" x 6" DIP REDUCER12" x 8" DIP REDUCER MINNESOTA T-BUR COTTAGE GROVE, 793.47801.47 G 00 T-BUR + 801.8 P P-OH - UNDER 606+00 B 606 %% U LIMITS (TYP.) 55 40913 R 22 .. I 00 CONSTRUCTIONS 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS T KEYED NOTES- B U CHAD SETTERHOLM, PELic. No. R 793.34801.34 801.6PROFESSIONAL ENGINEER G T - B . U R P-BUR 2' GRAVEL I S MINNESOTA . P-OH T E - SHOULDER (TYP.) V B 793.22801.22 U A 00R L HYDRANT +02/19/2020 801.3 A 6" GV & BOX E 605+00 605 D I G TNH EL. = 803.63 T -27 B - U R 13 8" DIP 9.3 LF 6" WATERMAIN Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT I P-BUR STA. 605+52 OFFSET 16' L 8" DIP 793.09801.09 T P - B- O U801.2 H R EL=801.06EL=801.06 PVT STA=604+39.04PVT STA=604+39.04 T G - B U R 793.06801.06 I 00 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 801.3 T P - - BP-OH 604+00 B 604 U U R R IDEAL AVENUE S 7980 T CONSTRUCT 5' BIT APRON ON GRAVEL DRIVEWAY (TYP.) - G B 31' BIT. ROADWAY U R 793.35801.35 7.5' MINIMUM COVER 801.5 20' I 11' T - B U FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. R 3 L=225'L=225' K=77.21K=77.21 LP EL=801.04LP EL=801.04 T PVI EL=800.78PVI EL=800.78 - 793.96801.96 B LP STA=604+19.43LP STA=604+19.43 G PVI STA=603+26.54PVI STA=603+26.54 U 00 R + 802.0 OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 603+00 603 P I-2.3.4.5.6.7. 1. B NOTES: UH T RO - B- UP R 794.90802.90 T - B802.8 U G R REVISIONS I T P H - -EL=803.77EL=803.77 B B O U- U REPLACE 5' MIN OF DRIVEWAY IN KIND (TYP.)RP PVC STA=602+14.04PVC STA=602+14.04 R 796.14804.14 BIT. ANGLE PT.STATION=601+81.82OFFSET=20.00 R 00 + 804.1 P - B 602+00 U 602 R %% G 66 66 40' RAD. PT.STATION=601+75.89OFFSET=51.00 R.. 22 -- R U B 8" GV & BOXSTA. 601+44 OFFSET 6.7' L I- T 40' RAD. PT. STATION=601+42.99OFFSET=51.00 L EL=805.44EL=805.44 797.47805.47 G G PVT STA=601+51.23PVT STA=601+51.23 805.4 R U B G - T L=25'L=25' 4 5.00+166 EL=805.76EL=805.76 IIK=9.06K=9.06 8" DIP PVC STA=601+26.23PVC STA=601+26.23 G HP EL=805.76HP EL=805.76 PVI EL=805.77PVI EL=805.77 00+ 16600+16500 G R %% HP STA=601+27.13HP STA=601+27.13 113TH ST. S PVI STA=601+38.73PVI STA=601+38.73 U 00 P B 11 - -.. O T 00 EL=805.73EL=805.73 H 797.73 00 PVI STA=601+01.68PVI STA=601+01.68 ____ 00+224 +00+32448 I.52+324 805.7 8" DIP R 601+00 601 U R B 11 3TH ST. S - U P B - ____ T DATE G T-BUR T-BURT T-BUR T-BUR- T-BURB U R P-BUR P-BUR ____ P-OH P-OH BY B11 ____ TNO. - B 20' RAD. PT. U R OFFSET=19.14 R 8041 P - B STATION=600+92.92 , HRC U T 8 RCES 000 P-OH - B G 20' RAD. PT. MBG, BSS MBG U R MATCH INTO OFFSET=37.20 L 00 DESIGN TEAM + STATION=600+60.87 600+00 600 T - B EXISTING DRIVEWAY U R 825820815810805800795790 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_1.dwg 2/12/2020 5:26 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 825820815810805800795790 801.04809.04 0 0 G 30 + 809.0 R8 1 U 618+00 6 B - 30 T ) I 7 152674 FILE NO. R U FOR B 0- 88 C T - 801.13809.13 X 60 809.1 15 G R U B - R 30 T scale U H I B O- SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 27' BIT. ROADWAY -12" x 12" DIP SLEEVE P P R 801.18809.18 U 0 B 0 - T+ 809.2 C 7 1 X 617+00 6 G 7992 G R L=400' U B K=481.48 (STA. 615+50 TO STA. 667+10) - T WATER MAIN OFFSET 8' L OF C/L HP EL=809.18 PVI EL=809.52 I H R HP STA=616+80.60 PVI STA=617+69.16 O -U PB 801.17809.17 - PLAN & PROFILE 8" x 6" DIP REDUCER P 12" x 6" DIP REDUCER12" x 8" DIP REDUCER R U809.3 B - T G C X R G U B - H PO RIVER ACRES WATERMAIN EXTENSION T- - B P U R 801.12809.12 I 0 0 + 809.2 6 1 R 616+00 6 U B 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS - T KEYED NOTES G EL=809.05 C X PVC STA=615+69.16 RG U 12" DIP B - 801.01809.01 T P 809.1 - %% B P 33 U - 22 O R .. H 00 R MINNESOTA U B - T TO EXISTING RAMP EDGE. PROTECT EXISTING TRAILPEDESTRIAN RAMP. PAVE UP EL=808.93 COTTAGE GROVE, 12" DIP G PVT STA=615+15.89 50' RAD. PT.STATION=615+10.11OFFSET=63.49 R 40' RAD. PT. STATION=614+93.25OFFSET=53.50 L C X R 800.93808.93 WATER MAIN OFFSET TRANSITION FROM 6.7' TO 8' L OF C/L (STA. 614+14 TO STA. 615+50) 0 G U I 0 CONSTRUCTIONSEL=808.94 LIMITS (TYP.) B L=20' -+ 809.0 K=34.33 T PVC STA=614+95.89 UNDER 615+00 615 LP EL=808.92 PVI EL=808.91 40913 %% LP STA=615+07.95 PVI STA=615+05.8955 P P 33 - - O.. B R 00 HU U-- EL=809.04 R B - T PVT STA=614+67.53 CHAD SETTERHOLM, PELic. No. 801.03809.03 00+528 725 00+ I EL=809.01 L=20' I 00+526 I 12" DIP R K=20.13 809.0PROFESSIONAL ENGINEER 12" DIP PVC STA=614+47.53 U G B -HP EL=809.06 PVI EL=809.08 T . 110TH ST. S HP STA=614+60.46 PVI STA=614+57.53 T-BURT-B URT-BUR T-B URT-BUR G RG U B -RP-BUR GP-BURTU -B T T-BUR -BUR URT RT-B T-BUGR UR GU -BB T-MINNESOTA T %% P-B UR P-BU R RR UU B -B-44 TT 66 .. P-O I H P -OH T 00 800.71808.71 - B U P-OH0 R 0 +02/19/2020 808.8 T 4 - 1 B 614+00 6 U P H R P - O O -EL=808.57 - B PH G U PVT STA=613+79.11 R Date: T SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - B U R 800.34808.34 8" GV & BOX I 808.4 20' RAD. PT. 797950' RAD. PT. P I OFFSET=31.00 L P D OFFSET=70.00 R - BT" STA. 614+24 OFFSET 6.8 L XXG - U 8 B STATION=614+13.54 STATION=613+82.46 R U P R - O H 799.75807.75 0 0www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 807.9 3 T 1 -613+00 6 I B U R IDEAL AVENUE S L=200' K=98.70 T - 8" DIP PVI EL=807.93 B G P 7.5' MINIMUM COVER U - B PVI STA=612+79.11 798.90806.90 R P U - R O 806.8 H T - B I U R S . E V 2' GRAVEL SHOULDER (TYP.) A L T 797.80805.80 A - 0 B 0 E G U + D R805.7 I 2 P P 1 -612+00 - 6 B O U H R EL=805.26 T PVC STA=611+79.11 - B I U R %% 77 66 .. 22 796.49804.49 EL=804.46 T PVT STA=611+49.02 804.5 - B U G R L=25' REVISIONS EL=803.97 P K=17.91 - B PVC STA=611+24.02 U T PVI EL=804.13 - R 20' B P 11' U PVI STA=611+36.52 I- O R H 795.66803.66 0 0 + 31' BIT. ROADWAY 803.7 %% 1 77 1 CONSTRUCT 5' BIT APRON ON GRAVEL DRIVEWAY (TYP.) T 611+00 6 22 .. - B 11 U G R(STA. 601+20 TO STA. 614+14) WATER MAIN OFFSET 6.7' L OF C/L 27 - EL=803.21 13 PVT STA=610+64.31 T P - B - B U 795.06803.06 P U I R - R O 803.0 H L=25' EL=803.00 K=28.41 PVC STA=610+39.31 PVI EL=803.05 T - B PVI STA=610+51.81 U G R 794.84802.84 T 0 0 - B ____ + U 802.8 0 I R P P 1 - 610+00 - 6 B O U H HYDRANT R ____ 6" GV & BOX DATE T - %% 8" GV & BOX B TNH EL. = 804.4799 U 33 R .. G 00 ____ BY 9.3 LF 6" WATERMAIN 794.65802.65 ____ NO. 802.6 STA. 610+22 OFFSET 16' L T - B U STA. 610+16 OFFSET 6.7' L R I P - B FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. , HRC U 3 CES RT -P B MBG, BSS -MBG U O R H 794.45802.45 0 G 0 DESIGN TEAM + 802.5 9 0 609+00 6 OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 2.3.4.5.6.7. 1. 825820815810805800795790 NOTES: DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_1.dwg 2/12/2020 5:27 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 825820815810805800795790 797.34805.34 00 G 31 R + 805.2 U B - 627+00 627 T 30 ) P-BUR 7 C X R P-OH I 152674 U FILE NO. FOR %% B 55 - 88 T 55 - .. 0 00 797.06805.06 60 805.0 15 RG U B - EL=804.94EL=804.94 T R 30 scale PVT STA=626+27.96PVT STA=626+27.96 U SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE B C - X P R I U P-OH B -796.84804.84 T00 + 804.9 4" INSULATION - 3.6 SY PROTECT EXISTING 12" RCPSTORM SEWER CROSSING 626 626+00 R G U B - 10760 T >> L=100'L=100' K=87.38K=87.38 P -LP EL=804.81LP EL=804.81 PVI EL=804.67PVI EL=804.67 B U XC 8" x 6" DIP REDUCER796.87804.87 LP STA=625+80.32LP STA=625+80.32 12" x 6" DIP REDUCER12" x 8" DIP REDUCER RR PVI STA=625+77.96PVI STA=625+77.96 PLAN & PROFILE U I B P-OH -804.9 T EL=804.97EL=804.97 PVC STA=625+27.96PVC STA=625+27.96 G T-BUR RIVER ACRES WATERMAIN EXTENSION 797.14805.14 00 + P (FIELD VERIFY) 805.1 XC - B I 625+00 U625 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS R P-OHT-BUR KEYED NOTES STORM INV. AT WATER MAIN CROSSING = 798.80 LIMITS (TYP.) G CONSTRUCTIONS T-BUR 797.44805.44 805.4 H XC I O MINNESOTA -P PT-BUR - B U R COTTAGE GROVE, 797.74805.74 00 G GGG T-BUR + 805.7 UNDER 624 624+00 40913 P-BU R H -O P H I O XC - T-BUR P R CHAD SETTERHOLM, PELic. No. U B 798.04806.04 - PR R U U 806.0PROFESSIONAL ENGINEER B B - - T G V T . MINNESOTA 870 H 10 I T-BUR O - XC P 798.34806.34 00 + 02/19/2020 806.3 R U 623 623+00 B - P T-BUR G G HYDRANT TV-BUR Date: 6" GV & BOX SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R U TNH EL. = 807.90 B - I 798.64806.64 T H %% O - XC 00 P806.5 66 10.5 LF 6" WATERMAIN.. 00 -- S . STA. 623+16 OFFSET 18.5' L P E R I U V D B A -" G REPLACE 5' MIN OF DRIVEWAY IN KIND (TYP.) P 2 L 1 A STA. 623+11 OFFSET 8' L E D I 798.94806.94 00 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 R 12" BUTTERFLY VALVE & BOX + U 806.8 I B - H T622 622+00 O - XC P IDEAL AVENUE S R R U U B - B P - V -T TG B U R 799.24807.24 12" DIP 807.0 R U I B - 27' BIT. ROADWAY T P - O H XC 2' GRAVEL SHOULDER (TYP.) R U B H- O -799.53807.53 PT 00 G + 807.3 621 621+00 (STA. 615+50 TO STA. 667+10) 7.5' MINIMUM COVER WATER MAIN OFFSET 8' L OF C/L P-BUR R U B I - T 10876 P-OHC X R 799.83807.83 U B - 807.7 T G G REPLACE FULL EXISTING BIT APRON REVISIONS R U B - P-BUR I T P-OH 800.13808.13 00 XC + R 807.9 U 27 B -620 620+00 - T 13 P - B G U P R - O H EL=808.32EL=808.32 R PVT STA=619+69.16PVT STA=619+69.16 U B R - I UT B - 800.43808.43 H P O - 808.2 P R U RXC B - P U B - T G R U B 800.68808.68 - 00 T I ____ + 808.5 R H U 619 619+00 B O - - PP R ____ U XC B DATE - T 7992 ____ G BY 800.89808.89 R U ____ B NO. 808.8 - T I FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 HYDRANT H 6" GV & BOX R O - U P R B - U, HRC TNH EL. = 810.28 P B CES - XC T MBG, BSS MBG OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 10.5 LF 6" WATERMAIN 801.04809.04 00 G DESIGN TEAM + 2.3.4.5.6.7. 1.809.0 R STA. 618+62 OFFSET 18.5' L NOTES: U 618+00 618 B - T 825820815810805800795790 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_1.dwg 2/12/2020 5:28 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet R 133 825820815810805800795790 U I 802.24810.24 B GG G- 00 T G R 32 + U 810.2 B - ) 636+00 P 636 7 30 H O - P FOR T-BUR 152674 88 FILE NO. - 60 0 801.97809.97 R U I X810.0 B - T 15 G R U SEE SHEET SERVICE CONTINUATION HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE B 30 - scale P T-BUR P-OH 801.70809.70 00 + 809.7 R U 635+00 635 I B X - T XC G 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER P-BUR T-BUR 801.42809.42 PLAN & PROFILE P-OH 809.4 HYDRANT 6" GV & BOX R U B I - TNH EL. = 812.32 XT G XC 10.5 LF 6" WATERMAIN RIVER ACRES WATERMAIN EXTENSION R 801.15809.15 U STA. 635+63 OFFSET 18.5' L B 00 - H T+ 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 809.1 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS O - P 634+00 KEYED NOTES 634 R U B - I T X G R XC U 800.88808.88 B - R P 0600 U808.8 1 B - T H O - MINNESOTA P 27' BIT. ROADWAY COTTAGE GROVE, I T-BUR X 800.61808.61 00 G C + 808.6 X R R UNDER 633+00 633 U U B B 40913 - - T P H O - P CHAD SETTERHOLM, PELic. No. 800.33808.33 T-BUR I X808.4PROFESSIONAL ENGINEER G . XC R U B - R T U TNH EL. = 809.58 HYDRANTSTA. 631+94 OFFSET 18.5' L6" GV & BOX 10.5 LF 6" WATERMAIN B - H MINNESOTA P O - P 800.06808.06 00 +02/19/2020 808.0 T-BUR I 632+00 632 X G R U XC P B I Date: - SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT T D " 2 R 1 U H 799.79807.79 B O %% - - 55 P P 807.7 55 .. 00 12" DIP X 2' GRAVEL SHOULDER (TYP.) T-BUR G XC 799.52807.52 00www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 +STA. 631+89 OFFSET 8' L 807.3 H T-BUR O -R 631+00 631 P U B REPLACE 5' MIN OF DRIVEWAY IN KIND (TYP.) 12" BUTTERFLY VALVE & BOX - I P IDEAL AVENUE S T-BUR G 799.24807.24 XC 807.1 HT-BUR 7.5' MINIMUM COVER O - S P . R E I U V B - A P L A T-BUR E 798.97806.97 D I 00 G + 806.9 630+00 630 XC T-BUR H O - (STA. 615+50 TO STA. 667+10) P WATER MAIN OFFSET 8' L OF C/L I P - BRR U R UU 798.70806.70 BB - - PT 806.7 P - O H G REVISIONS XC T-BUR H 10760 O - P 798.43806.43 I 00 + 806.4 27 T-BUR- 629+00 629 13 P-BUR G XC T-BUR H 798.15806.15 O - P 806.1 I CONSTRUCTIONSLIMITS (TYP.) T-BUR R U G B - P 797.88805.88 T-BUR XC H 00O - P GG____ + 805.8 P-OHP- OH 628+00 P-OH 628 I ____ DATE T-BUR ____ G BY R 797.61805.61 U B P-BUR -____ NO. 805.5 T C FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. X 3 P-OH I R U HYDRANT B, HRC - 6" GV & BOX CES T MBG, BSS MBG AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. TNH EL. = 806.87 797.34805.34 00 G DESIGN TEAM R 4. +2.3.5.6.7. 1. 805.2 U NOTES: R 10.5 LF 6" WATERMAIN B -627+00 U 627 T B - P STA. 627+25 OFFSET 18.5' L 825820815810805800795790 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_1.dwg 2/12/2020 5:28 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 R 830825820815810805800795 799.38807.38 U B - 33 T+ 807.4 5 4 645+00 6 30 R U I B H - T O152674 - FILE NO. R P U B - 0 P 799.81807.81 27 - R 13 U807.9 C B X - 15 TG %% 66 88 .. 30 00 scale -- R U I B - HT O - 800.24808.24 P0 0 R + U808.3 B - R 644+00 P644 U B - C T X G EL=808.52EL=808.52 PVT STA=643+67.68PVT STA=643+67.68 R U I B - 800.66808.66 T PLAN & PROFILE H O808.7 - P GRAVEL DRIVEWAY (TYP.) R R CONSTRUCT 5' BIT. APRON ON U U B B - - T P C GX RIVER ACRES WATERMAIN EXTENSION L=100'L=100' K=441.69K=441.69 R 801.04809.04 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. U 00 3 PVI EL=808.94PVI EL=808.94 B -+ 809.2 T 7 PVI STA=643+17.68PVI STA=643+17.68 6 643+00 643 1 8 P-OH R 0 1050 U EL=809.26EL=809.26 OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. B HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. - T PVC STA=642+67.68PVC STA=642+67.68 C G 2.3.4.5.6.7. 1. X NOTES: 801.37809.37 I R 809.4 U B - R T U B MINNESOTA - P P-OH R COTTAGE GROVE, U B - T 801.69809.69 0 0 G C + X809.7 P UNDER -I642+00 B 642 R U R U 40913 B - T R U B - P (STA. 615+50 TO STA. 667+10) R CHAD SETTERHOLM, PELic. No. WATER MAIN OFFSET 8' L OF C/L U 802.00810.00 B - T 809.9PROFESSIONAL ENGINEER %% 33 G 66 C .. BIT. APRON AND . X 00 -- I R CONSTRUCTIONSLIMITS (TYP.) U B - T DRIVEWAY APPROACH G MINNESOTA REPLACE FULL EXISTING P-BUR 802.32810.32 R 00 U +02/19/2020 B810.2 - 1 T4 641+00 6 G C RX I P-OH U Date: H P-O B -OHSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF PI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - T -OH P R -OH P U 802.63810.63 P-OH B H P-O P-OH- H P-OP 810.6 R 7.5' MINIMUM COVER U B - T X G EL=810.85EL=810.85 R C I U PVT STA=640+14.60PVT STA=640+14.60 X B - T 802.93810.93 00www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 810.9 L=25'L=25' EL=810.96EL=810.96 K=59.98K=59.98 640+00 640 S HYDRANTPVC STA=639+89.60PVC STA=639+89.60 R. PVI EL=810.93PVI EL=810.93 U E 6" GV & BOX B V IDEAL AVENUE S - PVI STA=640+02.10PVI STA=640+02.10 T A L TNH EL. = 812.68 X A E D I G R 10.5 LF 6" WATERMAIN 803.04811.04 U I C B - X T 811.2 STA. 640+32 OFFSET 18.5' L H STA. 640+26 OFFSET 8' L O - 12" DIP R P U R B U - %% 12" BUTTERFLY VALVE & BOX B P 11 - T 22 .. 00 -- X 803.15811.15 0 0 G R + U811.3 I B - C 639+00 T 639 X P I D " 2 1 27' BIT. ROADWAY R P-OH U R B - U T B - EL=811.25EL=811.25 P 803.26811.26 PVT STA=638+54.05PVT STA=638+54.05 X 0600 1 811.3 R G U I B - T C REVISIONS ) X 7 2' GRAVEL SHOULDER (TYP.) H O R - U P FOR B - 803.25811.25 T 88 00 - R + 811.2 U L=100'L=100' 60 8 B K=131.88K=131.88 -3 638+00 X 6 P HP EL=811.28HP EL=811.28 PVI EL=811.35PVI EL=811.35 R U HP STA=638+25.94HP STA=638+25.94 G PVI STA=638+04.05PVI STA=638+04.05 B I - T C SEE SHEET SERVICE CONTINUATION X HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE EL=811.08EL=811.08 H R 803.06811.06 O U PVC STA=637+54.05PVC STA=637+54.05 - B P - 811.0 T R X U B R - U P BG - T C 802.79810.79 0X 0 ____ + R 810.7 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER 7 U 3 B 637+00 -6 T ____ %% 55 DATE 55 .. X 00 R REPLACE FULL EXISTING BIT. APRON R I U U B ____ - BG BY - T P 802.51810.51 4" GV & BOX ____ NO. 810.4 H 12" x 4" DIP TEE R O U - PB - 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS T KEYED NOTES , HRC CES MBG, BSS MBG R U I 802.24810.24 B 0 G - G 0 TG DESIGN TEAM R + 810.2 U 6 B - 3 636+00 P6 830825820815810805800795 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_1.dwg 2/12/2020 5:28 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 825820815810805800795790 799.42807.42 00 G R 34 + 807.4 U B - 654+00 I 654 T 30 ) 7 H O 152674 - P-BURXC FILE NO. P FOR 88 0 - 799.22807.22 60 807.1 G 15 T-BUR R I HYDRANT U 30 scaleB - 6" GV & BOX SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. P 12" x 12" DIP SLEEVE TNH EL. = 808.98 H T-BUR C GO - X 799.01807.01 P 00 10.5 LF 6" WATERMAIN + 807.0 653+00 653 STA. 653+91 OFFSET 18.5' L T-BUR G XWD I R U R B U - B P 798.81806.81 -8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER PLAN & PROFILE T H O C 806.8 - X P 10350 R U B - T REPLACE 5' MIN. OF DRIVEWAY IN KIND (TYP.) G I RIVER ACRES WATERMAIN EXTENSION 798.61806.61 R 00 U R + B 806.6 - U T B H - 652+00 652 P O 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS - C P X KEYED NOTES T-BUR G 798.41806.41 I 806.5 T-BUR %% R MINNESOTA H 11 U CONSTRUCTIONS LIMITS (TYP.) O 44 B - .. - C P 00 P X COTTAGE GROVE, T-BUR 798.20806.20 00 G + 806.3 I UNDER 651+00 651 40913 (STA. 615+50 TO STA. 667+10) WATER MAIN OFFSET 8' L OF C/L T-BUR H O R - U PC BCHAD SETTERHOLM, PELic. No. X - P 798.00806.00 T-BUR 806.1PROFESSIONAL ENGINEER G I . T-BUR MINNESOTA H O 797.80805.80 - P00 R R +XC02/19/2020 U 805.8 U B B- - T 650+00 650 P G I R Date: U SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT B - T 2' GRAVEL SHOULDER (TYP.) 12" DIP 797.59805.59 7 STA. 649+21 OFFSET 18.5' LTNH EL. = 807.516" GV & BOX HYDRANT10.5 LF 6" WATERMAIN H 6 805.6 1 O - R 8 7.5' MINIMUM COVER P U C B X - T R U B - P P I G D I " R 2 U 1 B - 797.39805.39 T 00 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 805.4 649+00 649 R U IDEAL AVENUE S B -C T X R EL=805.23EL=805.23 U BG PVT STA=648+61.59PVT STA=648+61.59 - I P R 797.19805.19 U B - 805.3 T STORM SEWER CROSSING PROTECT EXISTING 15" CMP H 12" DIP O - P R U STA. 649+15 OFFSET 8' L B - T C X 12" BUTTERFLY VALVE & BOX > > 797.14805.14 00 G R I + R 805.3 U U B - B -648+00 P648 T L=150'L=150' K=118.81K=118.81 H O - LP EL=805.14LP EL=805.14 R PVI EL=804.93PVI EL=804.93 P U LP STA=648+13.33LP STA=648+13.33 B PVI STA=647+86.59PVI STA=647+86.59 - T 797.30805.30 C X 805.4 I RG (FIELD VERIFY) U B R - UT REVISIONS B - P STORM INV. AT WATER EL=805.57EL=805.57 H MAIN CROSSING = 801.94 R O PVC STA=647+11.59PVC STA=647+11.59 - U P B 797.67805.67 - 27' BIT. ROADWAY T00 + 805.7 7 4 647+00 27 6 XC - 13 R I G U B - T R U B - P 798.10806.10 R H U O - B 806.1 - P T XC R I U G B - T %% 66 798.53806.53 88 00.. R ____ 00 + -- U806.5 R 6 B - U4 646+00 P 6 B - P-OH T ____ DATE C RX U ____ B G BY - T 798.95806.95 ____ NO. 807.0 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. R 3 I U HR STA. 645+02 OFFSET 18.5' LTNH EL. = 809.136" GV & BOX B HYDRANT10.5 LF 6" WATERMAIN U O- - B T P- P , HRC CES MBG, BSS MBG R AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. U 799.38807.38 XC B 00 - GDESIGN TEAM T + 807.4 2.3.4.5.6. 7. 1. 5 4 NOTES: 645+00 6 825820815810805800795790 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_2.dwg 2/12/2020 5:30 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 830825820815810805800795 801.85809.85 I 00 G 35 + 809.9 C X 663+00 663 30 T-BUR ) P-BUR 7 %% 11 44 .. 152674 00 FILE NO. -- FOR 0 88 T-BUR - P-OH 802.06810.06 EL=810.06EL=810.06 60 PVT STA=662+49.95PVT STA=662+49.95 810.1 I 15 G C X T-BUR 30 scale SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE P-BUR 802.21810.21 00 T-BUR + 810.2 P-OH 662+00 662 I R G U B - C T X 802.26810.26 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER PLAN & PROFILE P-BUR 810.2 T-BUR L=200'L=200' K=244.86K=244.86 P-OH HP EL=810.26HP EL=810.26 PVI EL=810.47PVI EL=810.47 HP STA=661+49.41HP STA=661+49.41 I PVI STA=661+49.95PVI STA=661+49.95 G T-BUR RIVER ACRES WATERMAIN EXTENSION C X 802.21810.21 00 + 810.1 1 6 R 661+00 6 U 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS B - T-BUR P KEYED NOTES CONSTRUCTIONSLIMITS (TYP.) I G 802.06810.06 T-BUR EL=810.06EL=810.06 C PVC STA=660+49.95PVC STA=660+49.95 810.1 X H R O - U MINNESOTA P B - T R U B - COTTAGE GROVE, P I 801.86809.86 00 G + 809.8 T-BUR (STA. 615+50 TO STA. 667+10) WATER MAIN OFFSET 8' L OF C/L UNDER 660+00 660 C 40913 X H O - P T-BUR CHAD SETTERHOLM, PELic. No. R U 801.65809.65 B - I P 809.6PROFESSIONAL ENGINEER G T-BUR . C X HMINNESOTA O - T-BUR P 801.45809.45 00 +02/19/2020 809.4 R 659+00 I 659 U B - P T-BUR G 2' GRAVEL SHOULDER (TYP.) Date: STA. 658+39 OFFSET 18.5' LTNH EL. = 810.646" GV & BOX HYDRANT10.5 LF 6" WATERMAIN SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT C X 801.25809.25 H T-BUR O - P 7.5' MINIMUM COVER 809.1 R I U 7 B - R 6 T U 1 G B 8 - P 801.05809.05 C 00www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 X + 808.9 T-BUR H O 658+00 658 - P IDEAL AVENUE S P I D I " 2 T-BUR 1 G 800.84808.84 P-BUR 808.7 12" DIP C STA. 658+34 OFFSET 8' L X T-BUR H O - 12" BUTTERFLY VALVE & BOX P %% 11 44 .. 00 I T-BUR 800.64808.64 00 G + 808.6 7 5 657+00 6 P-BUR C T-BUR X H 27' BIT. ROADWAY O - P 800.44808.44 I T-BUR 808.4 G REVISIONS T-BUR C P-BUR X H O - P 800.23808.23 00 + 808.2 27 - I T-BUR 656+00 656 13 G R U B - T R U 800.03808.03 B XC H - OP - 808.0 P R U B - T G R U I B - 799.83807.83 T 00 ____ + 807.8 C H X 655+00 O655 - PR P-BUR U B____ - TDATE ____ G BY R 799.62807.62 U B I - ____ NO. 807.6 T FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 C H X O -R PU B , HRC - TCES P-BUR AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. MBG, BSS MBG 799.42807.42 4. 2.3.5.6.7. 00 1. GDESIGN TEAM R +NOTES: 807.4 U 4 B 5 - 654+00 6 T 830825820815810805800795 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_2.dwg 2/12/2020 5:30 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 36 30 152674 FILE NO. 0 15 30 scale PLAN & PROFILE 2020. VERIFY ACTUAL CONNECTION EXISTING WATER MAIN ATCONNECTION POINT TO BEPOINT IN FIELD. INSTALLED BY OTHERS IN SPRING RIVER ACRES WATERMAIN EXTENSION 830825820815810805800795 STA. 667+04 OFFSET 8' L 96.45 12" BUTTERFLY VALVE & BOX G G CONNECT TO EXISTING WATER MAIN(EXISTING WATER MAIN ATCONNECTION POINT TO BE2020. VERIFY ACTUAL CONNECTIONPOINT IN FIELD.)+ INSTALLED BY OTHERS IN SPRING P-OH P-OH UR P-B P-BUR 667 G 667+96.45 P I H O - D P UR T-B R BU T- " P-OH RUR UT-B B - P 2 R BU - T GR 1 R BU T- U . B - X T E I 807.6 R EL=807.79 MINNESOTA U B PVI STA=667+27.97 - H T O G -R BU PT- UR -B T P -RBUR UT- T-B COTTAGE GROVE, BR -BU RT BU T- UR T-B UUR -B TBUR T- RXC UUR T-B-B T-BURT-BURT R UR T-B T-BUR UR T-B> 799.99807.99 > 00 + 808.0 667+00 667 UNDER R U %% 40913 B 11 - T 77 .. 00 -- C X G R I CHAD SETTERHOLM, PELic. No. U 800.34808.34 B - T 808.4 PROFESSIONAL ENGINEER 40' RAD. PT. EL=808.45EL=808.45 . OFFSET=53.50 L PVT STA=666+35.06PVT STA=666+35.06 R U B STATION=666+85.84 - T OFFSET=61.50 R P-OH EL=808.56EL=808.56 L=20'L=20' K=67.79K=67.79 P-BURMINNESOTA STATION=666+79.64PVC STA=666+15.06PVC STA=666+15.06 PVI EL=808.52PVI EL=808.52 800.62808.62 C R 00X PVI STA=666+25.06PVI STA=666+25.06 G I U 45.8' RAD PT. (TO EX. B/C) + 808.6 02/19/2020 B - T 666+00 666 R U Date: B - SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT T P-OH 800.82808.82 P-BUR 808.9 C (STA. 615+50 TO STA. 667+10) G I X WATER MAIN OFFSET 8' L OF C/L 12" DIP 27' BIT. ROADWAY T-BUR 801.03809.03 00 7 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 6 P-OH+ 809.1 1 8 665+00 665 T-BUR P-BUR I C G IDEAL AVENUE S X R U B - 7.5' MINIMUM COVER T%% 11 801.23809.23 44 .. 00 -- 809.3 P P-OH I D T-BUR " 2 LIMITS (TYP.) 1 R I U G C B - X CONSTRUCTIONS P R 2' GRAVEL SHOULDER (TYP.) U B -801.44809.44 T 00 + 809.5 664+00 664 P-OH T-BUR I G C 801.65809.65 X P-BUR 809.8 T-BUR TNH EL. = 811.406" GV & BOX HYDRANTSTA. 663+09 OFFSET 18.5' L 10.5 LF 6" WATERMAIN REVISIONS P-OH T-BUR 801.85809.85 I 00 G + 809.9 27 XC - 663+00 663 13 T-BUR ) P-BUR 7 830825820815810805800795 FOR 88 - 60 SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE ____ ____ DATE ____ BY 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER ____ NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 , HRC CES MBG, BSS AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED.MBG 2.3.4.5.6. 1.7. DESIGN TEAM NOTES: 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-Ideal Avenue_2.dwg 2/12/2020 5:31 PM Plot: mgunderson 2/11/2020 2:41 PMSave: 60 feet 133 37 27 - 13 30 152674 FILE NO. 0 15 30 scale H R O U - R B P U - 830825820815810805800795 B P -801.17809.17 0 T 0 %% + 809.2 22 EL=809.34 7 G 99 0 .. 507+00 5 PVT STA=506+90.7911 -- R U B - T H PLAN & PROFILE I801.95809.95 R O - U R BP - FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE.810.0 U T 3 B - P G R G U G B L=125' - K=46.07 T RIVER ACRES WATERMAIN EXTENSION OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. HP EL=810.20 PVI EL=810.55 802.19810.19 HP STA=506+02.18 PVI STA=506+28.29 0 2.3.4.5.6.7. 1. 0 NOTES: + 810.1 I H 6 O 0 -506+00 5 P REPLACE 5' MIN. OF DRIVEWAY IN KIND (TYP.) RR U U B B -- G T P R EL=810.05 U 5 B 4 PVC STA=505+65.79 - 6 T 7 801.93809.93 R U B %% -809.9 H O - P 99 T 77 R .. UH O- P B 00 - I T MINNESOTA H O - P EL=809.73EL=809.73 PVT STA=505+24.95PVT STA=505+24.95 H COTTAGE GROVE, O - P R G U B -EL=809.62EL=809.62 L=20'L=20' HP O - 801.61809.61 P K=37.18K=37.18 0 PVC STA=505+04.95PVC STA=505+04.95 0 + PVI EL=809.65PVI EL=809.65 809.6 H LIMITS (TYP.) UNDER 5 O 0 - PVI STA=505+14.95PVI STA=505+14.95 505+00 5 P40913 CONSTRUCTIONS I 20' BIT. ROADWAY CHAD SETTERHOLM, PELic. No. 801.49809.49 G PROFESSIONAL ENGINEER R U809.4 B - 12" DIP P . 7.5' MINIMUM COVER H O P (STA. 500+76 TO STA. 553+61) - I P WATER MAIN OFFSET 8' L OF C/L D %% " 55 2 22 MINNESOTA .. 1 00 801.36809.36 I 0 002/19/2020 STA. 504+01 OFFSET 16' LTNH EL. = 811.386" GV & BOX8 LF 6" WATERMAIN HYDRANT + 809.3 4 G 0 504+00 5 G UB-P 4 R 2 6 H Date: 7 O - P H O-P SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT G R U 801.23809.23 B - P 809.2 R U B- P EL=809.21 PVT STA=503+40.73 EL=809.11 L=20' I K=39.20 PVC STA=503+20.73 PVI EL=809.19 ) 7 G PVI STA=503+30.73 800.95808.95 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 0 110TH ST. S 0 + 808.9 3 FOR 0 503+00 5 88 - 60 %% 66 77 .. 800.57808.57 00 SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 808.5 2' GRAVEL SHOULDER (TYP.) 1 2 I5 GRAVEL DRIVEWAY (TYP.) 7 CONSTRUCT 5' BIT. APRON ON EL=808.21EL=808.21 800.19808.19 0 0 PVT STA=502+02.24PVT STA=502+02.24 + 808.2 2 0 502+00 5 EL=808.10EL=808.10 L=20'L=20' K=47.59K=47.59 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER PVC STA=501+82.24PVC STA=501+82.24 PVI EL=808.13PVI EL=808.13 I PVI STA=501+92.24PVI STA=501+92.24 799.99807.99 %% 808.0 STATION=501+29.88OFFSET=25.00 R 15' RAD. PT. 44 33 .. 00 REVISIONS 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS EL=807.85 KEYED NOTES PVT STA=501+10.70 799.79807.79 0 0 32' RAD. CENTER PT.STATION=500+83.62OFFSET=12.40 R + 807.8 1 0 501+00 5 L=50' K=21.81 2% PVI EL=807.77 EL=807.11 2% PVI STA=500+85.70 PVC STA=500+60.70 %% 33 66 .. 22 X 806.7 OFFSET=18.85 L BIT. TANGENT PT. STATION=500+90.54 EL=806.91 0 ____ 0 + HYDRANT 0 0 6" GV & BOX PVI STA=500+53.09 500+00 5 ____ CENTER CROWN LINE TNH EL. = 809.64 DATE 830825820815810805800795 ____ BY STA. 500+56 OFFSET 28.6' L ____ NO. 6 LF 6" WATERMAIN (NW OF REDUCER) , HRC CES MBG, BSS MBG DESIGN TEAM AND GRADED TO DRAIN WITH MINIMUM 1% CROSS SLOPE AS DIRECTED BY ENGINEER.2) GRADE TO DRAIN ACROSS DRIVEWAY AND REST OFCUL DE SAC PERIMETER AS DIRECTED 1) CUL DE SAC TO BE GRADED WITH CENTER CROWNBY ENGINEER. DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_1.dwg 2/12/2020 5:32 PM Plot: mgunderson 2/11/2020 2:03 PMSave: 60 feet 133 38 ) 7 30 FOR 88 - 152674 FILE NO. 60 0 15 SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 30 scale 830825820815810805800795 796.93804.93 T-BUR P-BUR 805.0 514+50 %% 33 11 .. 00 EL=804.90 I G G G PVT STA=514+25.08 H T-BUR 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER O - G P PLAN & PROFILE 796.93804.93 0 0 + 805.1 4 1 T-BUR 514+00 5 P-BUR G G G I L=100' K=48.63 RIVER ACRES WATERMAIN EXTENSION T-BUR LP EL=804.89 PVI EL=804.83 797.38805.38 G 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSSLP STA=514+18.71 PVI STA=513+75.08 805.4 KEYED NOTES R U B - T EL=805.80 R PVC STA=513+25.08 U B H - O P R- %% P U I 20' BIT. ROADWAY33 B - 99 798.28806.28 T.. 0 0 11 -- + 806.3 EL=806.44 3 G 1 513+00 5 PVT STA=512+91.65 MINNESOTA (STA. 500+76 TO STA. 553+61) T-BUR WATER MAIN OFFSET 8' L OF C/L COTTAGE GROVE, R H 799.06807.06 U O - B - I P P 807.0 T-BUR UNDER 40913 G L=100' K=47.90 G HP EL=807.33 PVI EL=807.40 R U B - P CC TNH EL. = 809.17 HYDRANTSTA. 511+97 OFFSET 16' L6" GV & BOX8 LF 6" WATERMAINHP STA=511+99.43 PVI STA=512+41.65 XX T-BUR CHAD SETTERHOLM, PELic. No. 1 0 5 0 7799.33807.33 7 0 7 7 0 PROFESSIONAL ENGINEER + 807.3 EL=807.32 2 1 I 512+00 5 PVC STA=511+91.65 T-BUR. G R MINNESOTA U R B - U H T BCC O - - 7.5' MINIMUM COVER XX 799.25807.25 P P 02/19/2020 807.2 %% 66 R 11 .. U 00 B - T 12" DIP Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT G 799.17807.17 0 0T-BUR H REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.)EL=807.16 +R I CCO807.2 - 1U XX 1P PVT STA=510+94.55 B -511+00 5 P 2' GRAVEL SHOULDER (TYP.) T-BUR L=50' PROTECT EXISTING 12" PVCSTORM SEWER CROSSING K=28.96 799.43807.43 G STORM INV. AT WATER www.sehinc.com MAIN CROSSING = 805.10(FIELD VERIFY)PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S LP EL=807.16 PVI EL=807.12 EL=807.51 807.5 LP STA=510+89.84 P-OH PVI STA=510+69.55 P-OHP RUB- RUB-P T-BUR -OH P PVC STA=510+44.55 TV-BUR I -BUR TV R PROTECT CONCRETEDRIVEWAY PAVEMENT U B - T 800.21808.21 0 %% 0 66 + 55 808.4 .. R 0 G H 11 1U -- 510+00 O 5 B - - P T I G P-BUR CONSTRUCTIONS LIMITS (TYP.) EL=808.92 T-BUR 800.99808.99 PVT STA=509+54.94 809.0 12" DIP G H O - T-BUR P L=75' K=25.15 ON GRAVEL DRIVEWAY CONSTRUCT 5' BIT. APPROACH P-BUR 801.17809.17 00 HP EL=809.22 PVI EL=809.50 T-BUR + 809.1 HP STA=509+15.60 PVI STA=509+17.44 I 509+00 509 2 EL=808.97 8 REVISIONS 6 PVC STA=508+79.94 BUR 7 P- P-BUR H P-O G G R U B - P 9 9 R 6 800.55808.55 U 7 RG U B - %% PB - R 22 T 808.5 U 44 .. B - 11 P H O -27 I- P R 13 U G EL=808.12 B - T PVT STA=508+19.70 G 799.92807.92 00 R + 807.8 U B - 508+00 STORM INV. AT WATERMAIN CROSSING = 805.27(FIELD VERIFY) 508 T R U PROTECT EXISTING 15" CMPSTORM SEWER CROSSING H B -L=75' O I- P K=22.45 P R U LP EL=807.89 B PVI EL=807.58 - T LP STA=507+87.88 PVI STA=507+82.20 800.21808.21 G ____ EL=808.31 808.3 PVC STA=507+44.70 STA. 507+27 OFFSET 16' LTNH EL. = 810.026" GV & BOX8 LF 6" WATERMAIN HYDRANT R U B - ____ T DATE %% 22 99 .. H R 11 I____ -- O U R-BY B P U - B P -801.17809.17 T ____ 00 NO. + 809.2 G 507+00 507 R FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. U 3 830825820815810805800795 B - , HRC T CES MBG, BSS MBG DESIGN TEAM AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. STA. 507+21 OFFSET 8' L 4. 2.3.5.6.7. 1. NOTES: 12" BUTTERFLY VALVE & BOX DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_1.dwg 2/12/2020 5:32 PM Plot: mgunderson 2/11/2020 2:03 PMSave: 60 feet 133 39 825820815810805800 795790 796.65804.65 00 30 + 804.7 523+00 523 R U 152674 B FILE NO. - I T R 0 U %% B 7961 - 55 P 11 .. 00 R-- H 15 U 796.72804.72 O G - B - P T 804.7 30 scale EL=804.75 PVT STA=522+34.54 R U B - I T EL=804.81 L=20' K=55.35 PVC STA=522+14.54 R PVI EL=804.76 H U 796.89804.89 O - P B 00 - R PVI STA=522+24.54 P + U 804.9 B 2 G - 2P-BURRUB-P RUB- P T 522+00 5R UB-P G H O - P R U PLAN & PROFILE B - T I 797.14805.14 STA. 521+37 OFFSET 16' LTNH EL. = 807.376" GV & BOX8 LF 6" WATERMAIN HYDRANT 805.2 R R U H U B B -O - G- T P P RIVER ACRES WATERMAIN EXTENSION R 1 U 0 B 9 - 7 797.40805.40 T %% 00 11 +55 805.4 .. 00 -- 521+00 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE.521 3 I H R T-BUR O G - U P B - P VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 797.65805.65 3.4.5.6.7. 805.7 (STA. 500+76 TO STA. 553+61) T-BUR MINNESOTA WATER MAIN OFFSET 8' L OF C/L COTTAGE GROVE, 7900 RUB-P 27 - I T-BUR 13 G UNDER 797.91805.91 00 40913 + 805.9 G 7.5' MINIMUM COVER G EL=805.98 520+00 G 520 T-BUR PVT STA=519+86.79 R U B DIRECTED BY ENGINEER (TYP.) CHAD SETTERHOLM, PELic. No. - P EL=806.18 L=20' K=19.50 PVC STA=519+66.79 PROFESSIONAL ENGINEER I T-BUR PVI EL=806.03 REPLACE BIT. APRON UP TO EXISTING 798.44806.44 G PVI STA=519+76.79 . H 806.4 O - ) CONCRETE DRIVEWAY UNLESS OTHERWISE P 7 %% 12" DIP T-BUR 44 MINNESOTA P 55 ..I FOR 11 D -- " 88 2 - R 1 02/19/2020 U 60 B - 799.21807.21 P 00 T-BUR I + 807.2 EL=807.32 G 519+00 PVT STA=518+92.59 519 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE T-BUR 20' BIT. ROADWAY P-BUR R U -B V T R U -B T R UG 799.63807.63 BG T- 807.6 T-BUR I2' GRAVEL SHOULDER (TYP.) AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.7891 HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP. R L=100' G K=26.27 U B 2. 3. 1. - HP EL=807.63 T PVI EL=808.09 NOTES: HP STA=518+52.21 PVI STA=518+42.59 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S T-BUR 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER BUR P- H P-BUR O 799.11807.11 G G- 00P + 807.1 EL=806.96 PVC STA=517+92.59518+00 518 T-BUR I G %% 77 T-BUR 22 797.99805.99 .. 22 H 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 806.0 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS O - P-BUR P KEYED NOTES EL=805.47 7830 T-BUR PVT STA=517+26.97 I G TNH EL. = 806.59 HYDRANTSTA. 516+67 OFFSET 16' L6" GV & BOX8 LF 6" WATERMAIN 796.96804.96 00 T-BUR + OH804.9 P- P-BUR 517+00 517P-BUR R U B - G P G L=100' K=34.11 I R LP EL=804.59 PVI EL=804.33 U B 796.59804.59 G-LP STA=516+49.55 PVI STA=516+76.97 T 804.7 R UB- P REVISIONS R EL=804.66 H U O B - -PVC STA=516+26.97 P T R U B - P CONSTRUCT 5' BIT. APRONON GRAVEL DRIVEWAY(TYP.) I796.84804.84 R%% 00 66 U + 66 B 804.8 -.. G T 00 -- 516+00 516 BEYOND WATER CURB STOP 7810 CONSTRUCT BIT. DRIVEWAY 5' EL=805.01 R PVT STA=515+74.01 U CONSTRUCTIONS LIMITS (TYP.) B - T STA. 516+61 OFFSET 8' L P-BUR EL=805.07 L=20' 797.06805.06 K=25.22 12" BUTTERFLY VALVE & BOXPVC STA=515+54.01 HP EL=805.07 805.1 PVI EL=805.08 I R U HP STA=515+57.32 PVI STA=515+64.01 B - T G G G R 7797 U B - R P U ____ B - TP-OH 797.00805.00 %% 00 33 11 + ..805.1 00 ____ 515+00 515 DATE R I U B - T 7800 ____ G BY ____ NO. R R U 796.93804.93 U B B - - T P 805.0 514+50 , HRC CES 825820815810805800795790 MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_1.dwg 2/12/2020 5:33 PM Plot: mgunderson 2/11/2020 2:03 PMSave: 60 feet R U 133 825820815810805800 795790 B - 796.97804.97 T 00 40 R + H 805.0 U O B- 27 - 532+00 - 532P T 30 I 13 R %% U R 11 B -U 88 T.. B - 11 P 152674 RP I FILE NO. U D B EL=804.23 " - 2 0T PVT STA=531+58.961 796.07804.07 R G U B - 804.1 T 15 R U B - T 30 I scale R U B - T R U B 795.43803.43 - T 00 + 803.5 R R U G U B 531+00 531 -B - T P )R 7 U H B - O T- P I R U FOR B - T 88 - 795.19803.19 R PLAN & PROFILE L=200' U 60 K=63.02 B 803.3 - T LP EL=803.19 PVI EL=802.41 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. R 3 LP STA=530+44.62 U PVI STA=530+58.96 G B - T R HYDRANT U R B - U 6" GV & BOX SEE SHEET SERVICE CONTINUATION HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE P B - H T O RIVER ACRES WATERMAIN EXTENSION - TNH EL. = 805.01 R I P OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. U 795.35803.35 B - 00 T + 2.3.4.5.6.7.803.4 1. 10.5 LF 6" WATERMAIN R NOTES: U 530+00 530B - (STA. 500+76 TO STA. 553+61) T STA. 530+77 OFFSET 18.5' L WATER MAIN OFFSET 8' L OF C/L R U B - G T R U EL=803.77 R B -U T PVC STA=529+58.96 B H -795.89803.89 P RO 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER - I U P 803.9 B - T R U MINNESOTA B - T R U COTTAGE GROVE, B - 12" DIP GT R U 796.57804.57 B - 00 T + 804.5 R R U UNDER I U 529+00 B 529 - B - 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 40913 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS P T R KEYED NOTES U B - T %% R 66 33 U .. CHAD SETTERHOLM, PELic. No. B 11 - -- T 797.25805.25 2' GRAVEL SHOULDER (TYP.) G R UPROFESSIONAL ENGINEER 805.2 B - T 27' BIT. ROADWAY . R H U I O B - R - P T U B - R P U MINNESOTA B - T R 797.93805.93 U 00B - 02/19/2020 + T 805.9 G R 528+00 528U B - 7.5' MINIMUM COVER T R EL=806.32 U H I B - ODate: PVT STA=527+71.47 - T SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT P R R U U B B - STA. 527+33 OFFSET 8' L 12" BUTTERFLY VALVE & BOX - FOR 50' RAD. PT.STATION=527+39.57OFFSET=63.50 R798.69806.69 T P 30 50' RAD. PT.STATION=527+33.16OFFSET=63.50 L 806.8 P I D TO EXISTING RAMP EDGE. PROTECT EXISTING TRAILPEDESTRIAN RAMP. PAVE UP " G 2 R 1 R U L=75' U B - B K=28.59 - T SEE SHEET INTERSECTION POINT TABLE T CX CX PVI EL=806.83 H PVI STA=527+33.97 O - P-OH P 800.18808.18 0 Rwww.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S 0 R EL=808.32 U T-BUR +U 808.2 RB R U - B-B T 7 PVC STA=526+96.47 U- TBUR 2P-%% R G U TB B-G 527+00 T 5 88 - G 99 P EL=808.92 G.. G 33 -- PVI STA=526+81.39 %% R 11 G R EL=809.02 U H 88 R R .. OU UB I- B - U P- 00 B P PVI STA=526+69.50 T-- - B - 00 00+615+416%% 00 T T 33 PID "8 21 PID "I IEL=808.85 I 22 .. 800.62808.62 11 RUB-T RUB- TRUB PVI STA=526+55.82 -TRUB -TRU B-T BUR P- 808.6 XX UR P-B OH P- H%% -O P R 00 U 00 .. B 44 - T H O - EL=807.29 P PVT STA=526+16.71 G R R 798.66806.66 U U 00B B- - +20' RAD. PT. P 806.8 T 526+00 526 OFFSET=30.72 R STATION=526+37.54 R I U P 40' RAD. PT. I B - D T " 9 P-OH 2 7 OFFSET=49.91 L 1 9 7 797.23805.23 G G STATION=526+17.37 R 805.4 G U B -R T U G B - L=150' K=36.14 P REVISIONS LP EL=804.39 PVI EL=804.29 R LP STA=524+72.13 PVI STA=525+41.71 U I HYDRANT B - T 6" GV & BOX 796.50804.50 0 P-OH 0 TNH EL. = 809.17 STA. 525+99 OFFSET 8' L + 804.8 5 G 2 8 LF 6" WATERMAIN 525+00 R 5 U 12" BUTTERFLY VALVE & BOX B - T STA. 526+07 OFFSET 16' L R 2 U 9 EL=804.40 B 9 - 7 PVC STA=524+66.71 P R U I B 796.42804.42 - T PROTECT CONCRETE DRIVEWAY APRON H 804.6 O - P 12" DIP G 0 R 8 U 9 B - 7 T R U 796.50804.50 R B 00 - U ____ +P B I 804.6 - CONSTRUCT 5' BIT. APRON ONGRAVEL DRIVEWAY (TYP.) T 524+00 524 CONSTRUCTIONSLIMITS (TYP.) %% 55 11____ .. 20' BIT. ROADWAY DATE 00 -- R G U B - T ____ BY 796.57804.57 ____ NO. 804.7 R U R B I U- T B G - P , HRC H CES R O - G U MBG, BSS MBG P B - T 796.65804.65 0 0 DESIGN TEAM + 804.7 3 2 523+00 5 R U B - 825820815810805800795790 T DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_1.dwg 2/12/2020 5:33 PM Plot: mgunderson 2/11/2020 2:03 PMSave: 60 feet R U 133 B 825820815810805800 795790 - 797.12805.12 P R R 00 UU 41 BB + -805.1 - TT%% 33 541+00 541 EL=805.03 66 30 .. 00 PVT STA=540+84.76 RR I U U B B152674 EL=804.88 -L=20' - FILE NO. T T K=97.39 PVC STA=540+64.76 0 PVI EL=804.96 8275 796.76804.76 G PVI STA=540+74.76 H R 804.8 R R O U - U 15U B P -B B -- P T T 30 scale R R I UU BB - - TT %% 796.34804.34 33 00 88 .. + 00 804.4 G 540+00 540 RR H 8268 UU O R - UBB R- B- -P BOX PT UT H B O - - 4" GV & PP G G R R HYDRANT U U I 795.93803.93 B B PLAN & PROFILE -- 6" GV & BOX 12" x 4" DIP TEE T T EL=803.89 803.9 H O PVT STA=539+45.22 - P TNH EL. = 806.39 G R R EL=803.77 L=20' U UH 10.5 LF 6" WATERMAIN K=41.92 B B O -PVC STA=539+25.22 - R- R TT U UP PVI EL=803.80 B B - - R STA. 540+17 OFFSET 18.5' L PP RIVER ACRES WATERMAIN EXTENSION U PVI STA=539+35.22 B - 795.68803.68 P %% H 00O R 66 -R P 33 UU + .. 803.7 I BB 00 - - TT 539+00 539 EL=803.60 G G PVT STA=538+79.43 G R U -B T R U -B T R EL=803.49 L=20' U K=50.43 B PVC STA=538+59.43 - REPLACE FULL EXISTING BIT. APRON 795.42803.42 T PVI EL=803.57 R U803.4 PVI STA=538+69.43 B H - T O - I P R U MINNESOTA B - T R %% U 55 COTTAGE GROVE, BR 77 - G.. U T 00 B - R P 795.05803.05 U 00 B - + T803.0 R UNDER 538+00 538 U B 40913 - 8234 TH EL=802.88 O I R- PVT STA=537+77.46 P U B - T R CHAD SETTERHOLM, PELic. No. U B - 794.72802.72 GT RR PROFESSIONAL ENGINEER 802.9 UU BB -- TP . (STA. 500+76 TO STA. 553+61) R WATER MAIN OFFSET 8' L OF C/L U P B I - T D H " R I O 2 - U MINNESOTA 1 P B - T CONSTRUCTIONS LIMITS (TYP.) R 794.70802.70 U 00 B 02/19/2020 +- 802.9 T G R 537+00 537 U B - R T U RB - U P B Date: L=200' - K=73.61 SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT T R H LP EL=802.67 I PVI EL=802.13 U O B- 795.02LP STA=537+22.11803.02 - PVI STA=536+77.46 P T 803.1 7.5' MINIMUM COVER T-BUR G R U B - 12" DIP T T-BUR 795.68803.68 R www.sehinc.com 00PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S U I B + 803.7 - T 536+00 536 EL=804.09 T-BUR R U STA. 535+53 OFFSET 8' LPVC STA=535+77.46 12" BUTTERFLY VALVE & BOX R G B U - B P - T 796.63804.63 P-OH T-BUR 804.6 R U I B - T %% 77 99 T-BUR.. 11 R-- U G R B - U T B -797.61805.61 P 00 + 805.7 HYDRANT T-BUR P-OH 535+00 535 6" GV & BOX R U I B - TNH EL. = 806.67 T EL=806.14 PVT STA=534+72.99 10.5 LF 6" WATERMAIN T-BUR 2' GRAVEL SHOULDER (TYP.) R U 798.55806.55 G B STA. 535+47 OFFSET 18.5' L - T 806.6 P-BUR T-BUR P-OH R REVISIONS U B I - T T-BUR 799.07807.07 00 R U + 807.1 B - G ) T 534+00 727 534 - 13 27' BIT. ROADWAY R T-BUR U FOR B R- P U 88 B - - IL=200' K=52.92 T 60 HP EL=807.17 PVI EL=808.11 799.13807.13 HP STA=533+69.01 PVI STA=533+72.99 T-BUR 807.2 R U B - GT SEE SHEET SERVICE CONTINUATION HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE H T-BUR O - R R P U U B -B - I798.72806.72 T P 00 ____ + 806.8 533+00 533T-BUR R U ____ B - EL=806.29 DATE T G PVC STA=532+72.99 R U B - 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER____ T BY H R O 797.88805.88 - U BP ____ - NO. 805.9 T I R U R B - U FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. %% P B 3 11 - 88 T .. 11 R U B, HRC - CES T G RMBG, BSS MBG U B AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. - 796.97804.97 T 00 DESIGN TEAM R + H 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 805.0 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 4. U 2.3.5.6.7. 1. O B- NOTES: - 532+00 KEYED NOTES 532P T 825820815810805800795790 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_1.dwg 2/12/2020 5:34 PM Plot: mgunderson 2/11/2020 2:03 PMSave: 60 feet R U 133 B 825820815810805800795790 - 792.60800.60 T 00 42 + 800.6 FO O 550+00 550 F 30 R U T-BUR B - XCR T . U 4 B -152674 OFILE NO. P F O R I FH 0 U O B 793.24801.24 - STA. 549+57 OFFSET 18.5' LTNH EL. = 803.046" GV & BOX- HYDRANT10.5 LF 6" WATERMAIN G G P T 801.2 15 FO O F 30 scale T-BUR T-BUR XC FO 793.88801.88 WAT-8. SEE DETAIL SHEET CAP END OF 6" DIP SERVICE STUBPER STANDARD DETAIL PLATE O 00 I F P-BUR H + 801.8 O - GT-BUR GT-BUR P 549+00 549 FO R O U F B - T T-BUR 794.52802.52 XC PLAN & PROFILE REPLACE FULL EXISTING BIT. APRON 802.4 FO RO I F U B - T-BUR T-BUR G GP P-OH FO R O U RIVER ACRES WATERMAIN EXTENSION F B - T-BUR T 6" GV & BOX795.16803.16 R 00 U B - + P 803.2 XC 548+00 548 FO FO I G G STA. 548+75 OFFSET 1.8' L P-BUR RR %% UU 88 R BB 22 U 795.80803.80 --.. B - TT 11 P -- 803.8 30" RR MINNESOTA UU XC BB -- H I TT O - P COTTAGE GROVE, 8451 G G R U 796.44804.44 B RR - 00 UU P BB + 804.4 -- TT ) UNDER NORTHERN UNDER 4 547+00 547 CONSTRUCT 5' BIT. APRON ONGRAVEL DRIVEWAY (TYP.) 40913 RR UU BB XC-- TT I H O CHAD SETTERHOLM, PELic. No. WATER MAIN OFFSET PER DETAIL (SEE SHEET NATURAL GAS MAIN LINE.MAINTAIN 3' OF VERTICAL ANDHORIZONTAL SEPARATION. - BIT. APRON PROTECT EXISTING 24" NORTHERNNATURAL GAS MAIN CROSSING P G 797.08805.08 G G PROFESSIONAL ENGINEER 805.0 RR UU BB -- T T . P-BUR REPLACE FULL EXISTING G G RR GMINNESOTA " 42G UU "42 B B -- C TT X I 797.72805.72 H 00 O -02/19/2020 + 805.7 P G 546+00 546 RR UU BB -- TT R U B -Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF PI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT ) 7 H ORR - P UU 798.36806.36 BB -- TT 806.3 I FOR XC 7.5' MINIMUM COVER 88 - G 60 RR (STA. 500+76 TO STA. 553+61) UU P BB WATER MAIN OFFSET 8' L OF C/L I -- EL=806.78 TT D " PVT STA=545+17.04 2 1 R U 798.97806.97 B - SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM 00www.sehinc.com SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.RRPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S 12" x 12" DIP SLEEVE P STA. 544+93 OFFSET 8' L 12" BUTTERFLY VALVE & BOX UU + 807.0 BB -- TT 545+00 545 I XC H O - P G RR UU BB -- TT L=100' K=52.45 799.21807.21 HP EL=807.21 PVI EL=807.42 2' GRAVELSHOULDER (TYP.) 807.1 R HP STA=544+49.92 RR PVI STA=544+67.04 U UU B BB - -- CONSTRUCTIONSLIMITS (TYP.) P TT 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER HYDRANT I 6" GV & BOX C X EL=807.11 H O - TNH EL. = 808.91 PVC STA=544+17.04 RR GP UU BB 12" DIP -- 799.00807.00 TT 00 10.5 LF 6" WATERMAIN + 807.0 544+00 544 STA. 544+87 OFFSET 18.5' L RR UU BB -- R TT U REPLACE FULL EXISTINGBIT. APRON B G - I 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS P KEYED NOTES H RRO -798.69806.69 GUU P BB -- 806.7 TT REVISIONS RR UU BB -- TT I R U 798.38806.38 B - P 00 RUB-P R P-BU +P-BHUO-R P 806.3 HO-P G 543+00 543 27 R - U B - 13 T R R RUB-T UU 8275 GBB G G - - TT %% 33 H 798.06806.06 66 .. O - I 00 RRP R 806.0 U U U B B B- - - T T P 8300 G R R U U B B -- T T REPLACE 5' MIN. OF797.75805.75 00 ____ + 805.7 H O DRIVEWAY IN KIND (TYP.)I R R-542+00 542 UUP PAVE 5' BEHIND CURB BOX 27' BIT. ROADWAY BB - - TT R ____ U DATE B - G P RR ____ BY U U B B 797.44805.44 - - T T ____ NO. 805.5 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. H 3 R R I O U U- B BP -- T T , HRC CES R G MBG, BSS MBG U B - 797.12805.12 P AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS R HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. R 00 UU DESIGN TEAM B +B -805.1 - TT 4. 2.3.5.6.7. 1. 541+00 541 NOTES: 820810800790 825815805795 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_2.dwg 2/12/2020 5:35 PM Plot: mgunderson 2/11/2020 4:35 PMSave: 60 feet 133 43 ) 30 7 FOR 152674 FILE NO. 88 - 0 60 15 30 SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. scale 12" x 12" DIP SLEEVE G RR UU BB -- TT RR UU BB G -- TT 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER 820815810805800795790785 PLAN & PROFILE 90.92G RR + UU BB -- 555 T T 555+90.90 RR UU RIVER ACRES WATERMAIN EXTENSION BB -- G TT 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS KEYED NOTES G RR UU BB STATION=554+86.60OFFSET=32.53 R 15' RAD. PT. -- H TT O - P MATCH INTO EXISTING ROAD PVI STA=554+96.86EL=798.08 RR 00 UU + BB 798.6 --% EL=798.05EL=798.05 TT 6 G 555+00 4 555 PVT STA=554+91.19PVT STA=554+91.19 . 0 O RCX TV-BU CX F MINNESOTA RUB- P RUB-P EL=798.05EL=798.05 L=20'L=20' K=20.44K=20.44 RR PVC STA=554+71.19PVC STA=554+71.19 UU XC LP EL=798.03LP EL=798.03 BB PVI EL=798.00PVI EL=798.00 COTTAGE GROVE, - - TT LP STA=554+81.75LP STA=554+81.75 PVI STA=554+81.19PVI STA=554+81.19 798.16 O F 798.2 RR UNDER UU 30" BB -G- G P-BUR 40913 T T XC R U O B - F H V O T - R R P UU CHAD SETTERHOLM, PELic. No. BB 798.42 XC-- TT 00 + 798.4 PROFESSIONAL ENGINEER O 554+00 554 F STA. 553+72 OFFSET 18.5' LTNH EL. = 801.226" GV & BOX8 LF 6" WATERMAIN (NE OF REDUCER) HYDRANT % RR 2 . UU 5 . BB - -0 OFFSET=36.00 R - G G TT STATION=554+19.52 P-BUR 50' RAD. CENTER PT. O MINNESOTA F R H U 790.68798.68 O B RR - - UU P V BB T798.6 -- XC 02/19/2020 TT O F R Date: I U GSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF GI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT B - R T U 790.94798.94 O B 00 - F P-BURT + EL=798.98EL=798.98 798.9 H O -GG R PVT STA=552+92.87PVT STA=552+92.87553+00 553 P U B -30' RAD. PT. XC V T T-BUR EL=799.07EL=799.07 L=20'L=20' O OFFSET=43.50 R K=153.69K=153.69 F PVC STA=552+72.87PVC STA=552+72.87 T-BUR STATION=553+39.88PVI EL=799.03PVI EL=799.03 PVI STA=552+82.87PVI STA=552+82.87 I 791.16799.16 G G T-BUR www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 110TH ST. S 799.2 O R F T-BUR U B - 12" DIP P H O- P 12" DIP XC R T-BUR U B - T 8465 791.35799.35 FO 00 O CONSTRUCTIONSLIMITS (TYP.) + 799.3 I F G G T-BUR % 552+00 R 552 U 9 B - P 3 . T-BUR 0 - P-OH FO O F P-BUR REPLACE FULL EXISTINGBIT. APRON T-BUR XC 791.54799.54 T-BUR 799.6 FO O I F R T-BUR G G U B - T H 7.5' MINIMUM COVER O - P FO O EL=799.72EL=799.72 F 791.74799.74 T-BUR PVT STA=551+03.94PVT STA=551+03.94 00 XCP-BUR + 799.8 T-BUR 551+00 551 30" 27' BIT. ROADWAY FO O I F 2' GRAVELSHOULDER (TYP.) T-BUR REVISIONS G G T-BUR H O - 792.06800.06 P FO O (STA. 500+76 TO STA. 553+61) F R 800.2 L=100'L=100' WATER MAIN OFFSET 8' L OF C/L U R K=112.01K=112.01 B - CU T XB PVI EL=799.91PVI EL=799.91 - T P-BUR PVI STA=550+53.94PVI STA=550+53.94 27 - FO 13 O I F R G G U T-BUR B EL=800.55EL=800.55 - 792.60800.60 % T PVC STA=550+03.94PVC STA=550+03.948 00 2 +. 800.6 1 FO - O 550+00 550 F T-BUR 820815810805800795790785 ____ ____ DATE ____ BY ____ NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 , HRC CES MBG, BSS MBG DESIGN TEAM AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. AND GRADED TO DRAIN WITH MINIMUM 2% CROSSSLOPE AS DIRECTED BY ENGINEER.2) GRADE TO DRAIN ACROSS DRIVEWAYS AND RESTOF CUL DE SAC PERIMETER AS DIRECTED 1) CUL DE SAC TO BE GRADED WITH CENTER CROWNBY ENGINEER. 4. 2.3.5.6.7. 1. NOTES: DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-110th St. S_2.dwg 2/12/2020 5:35 PM Plot: mgunderson 2/11/2020 4:35 PMSave: 60 G feet R G 00 U + I B 133 805800795790785780775770 G - G 9 794.21802.21 T 0 4 P-OH 44 P-OH P-OHRU B-P HR GP-O802.3 P-OH RU B-P U R -BU P B 409+00 - R BU P- 30P R R U P-B U B - T G 152674 FILE NO. G 0 R 792.79800.79 U B I - P-OH 800.9 T 15 7748 R 30 scale U B P-BUR - T 00 7755 + G 8 791.36799.36 0 T-4BUR R 799.4 U H B - O 408+00 I - T P %% 44 R 88 .. U 22 R B - U T B - 789.94797.94 P PLAN & PROFILE 797.9 G R U B - I T 7755 7706 P-OH 00 RIVER ACRES WATERMAIN EXTENSION R + U B 7 788.52796.52 - 0 T 4 22' BIT. ROADWAY R 796.5 U G B 407+00 - G P G R U B - T I P-OH CONSTRUCTIONSLIMITS (TYP.) 2' GRAVEL SHOULDER (TYP.) UR P-B -BUR P 787.10795.10 EL=795.02 R U -B T 795.1 PVT STA=406+47.38 7675 MINNESOTA R R U L=25' P-OHP-OH U EL=794.20 G B K=28.09 -B - P PVC STA=406+22.38 T PVI EL=794.67 COTTAGE GROVE, I 00 PVI STA=406+34.88 + 6 785.37793.37 0 P-BUR P-BUR 4 R U 793.4 B - UNDER T 406+00 R 40913 U B - P-OH V REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.) T R U G B R- T URU B-V T CHAD SETTERHOLM, PELic. No. BR UB- VT - 783.50791.50 P I %% 33 77 791.5PROFESSIONAL ENGINEER .. 33 R U B -. T G G MINNESOTA P-OH R 00 U + B - G 5 781.63789.63 T 0 TNH EL. = 791.04 HYDRANTSTA. 404+71 OFFSET 16' L6" GV & BOX8 LF 6" WATERMAIN 4 R02/19/2020 GRAVEL DRIVEWAY (TYP.) 789.6 I U B 405+00 - P CONSTRUCT 5' BIT. APRON ON EL=788.95 R U 7650PVT STA=404+81.73 B - T Date: P SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT D " 8 R 779.81787.81 P-OH U B - 8" GV & BOX 787.9 GT 7653 I R (STA. 401+03 TO STA. 422+42) U R WATER MAIN OFFSET 8' L OF C/L B 8" DIP - U P B - STA. 404+66 OFFSET 8' L T 00 + H 4O- P 778.20786.20 0 www.sehinc.com 4PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S R R U786.4 B - P U B -404+00 R U BT - P G P-OH 7.5' MINIMUM COVER I R U B - T P-BUR 776.82784.82 784.9 ) R 7 U B - T GG P-OH FOR I 88 - 00 R 60 + U B 775.66783.66 - 403T R L=350' 783.8 U K=110.36 B - 403+00 PVI EL=782.41 P P-OHP-OH PVI STA=403+06.73 SEE SHEET SERVICE CONTINUATION HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.R 12" x 12" DIP SLEEVE U -B T P-BURP-BUR G I 7641 774.73782.73 782.8 GG P-OH R U REVISIONS B - P AND GRADED TO DRAIN WITH MINIMUM 2% CROSSSLOPE AS DIRECTED BY ENGINEER.2) GRADE TO DRAIN ACROSS DRIVEWAYS AND REST OF CUL DE SAC PERIMETER AS DIRECTEDBY ENGINEER. 1) CUL DE SAC TO BE GRADED WITH CENTER CROWN 00 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER + STORM SEWER CROSSING PROTECT EXISTING 12" CMP 774.02782.02 G 402 I 782.1 402+00 STATION=401+59.17OFFSET=26.00 L 15' RAD. PT. H O - 27 P - STORM INV. AT WATER MAIN CROSSING = 778.67(FIELD VERIFY) 13 R U B - P 773.55781.55 781.5 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS G I KEYED NOTES EL=781.43 G G PVC STA=401+31.73 32' RAD. CENTER PT.STATION=400+71.22OFFSET=0.00 25' RAD. PT.STATION=401+05.11OFFSET=36.00 R P-OH 0 0 + 1 0 7630 773.25781.25 4 %% F3 66 ____ R 7635 55 781.3 .. U 00 B - 401+00 P G ____ DATE EL=781.09EL=781.09 2% PVI STA=400+70.80PVI STA=400+70.80 R UB -P 2% P-OHP-OH G ____ R UB -P BY R U%% B-P 772.77780.77 P-BURP-BUR 44 55 .. ____ NO. 780.8 11 EL=780.59EL=780.59 PVI STA=400+38.58PVI STA=400+38.58 R R U FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. U B - B 3 P GP-OH - 0 , HRC V 0 HYDRANT T G CES + G 0 6" GV & BOX MBG, BSS 0 MBG 4 R TNH EL. = 783.01 U DESIGN TEAM B (NW OF REDUCER) 779.8 - R 6 LF 6" WATERMAINAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. RU U B- PP B G- P 7625 400+00 REPLACE 5' MIN. OF P-OH 4. 2.3.5.6.7. 1. NOTES: 7510 STA. 400+34 OFFSET 3.6' L 805800795790785780775770 DRIVEWAY IN KIND (TYP.) CENTER CROWN LINE PAVE 5' BEHIND CURB BOX DRAWN BY:DESIGNER:CHECKED BY: RG S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-113th St. S West.dwg 2/12/2020 5:37 PM Plot: mgunderson 2/11/2020 1:40 PMSave: U B - V T 60 feet R 133 825820815810805800795790 U 792.69800.69 B 00- T 45 + 800.7 418+00 418 P-BUR 30 ) I 7 R U R B U B - -%% P T 77 152674 55 FILE NO. .. P-OH FOR 11 -- R 88 0 U B- - P 3 793.47801.47 G 0 60 R 9 U 7 801.5 B EL=801.62EL=801.62 - 15 T P-BUR PVT STA=417+40.74PVT STA=417+40.74 G G 30 scale I R SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE U G G B - T H G G G O - 794.16802.16 P 00 7900 + 802.1 G R U 417+00 417 B - R T L=100'L=100' U K=86.01K=86.01 B - P PVI EL=802.40PVI EL=802.40 RUB-PP-BUR P-OH PVI STA=416+90.74PVI STA=416+90.74 I P-OH 794.56802.56 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER PLAN & PROFILE H O R802.6 - EL=802.61EL=802.61 U P B - CONSTRUCT 5' BIT APRON ONGRAVEL DRIVEWAY (TYP.)PVC STA=416+40.74PVC STA=416+40.74 T G R R U U B B RIVER ACRES WATERMAIN EXTENSION - - P T REPLACE 5' MIN. OF I 794.77802.77 00 + 802.8 DRIVEWAY IN KIND (TYP.) 416+00 H 416 PAVE 5' BEHIND CURB BOX R 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS O U - B P - KEYED NOTES T G 7893 R U 794.97802.97 B - T I 803.0 P-BUR %% 11 7890 44 .. MINNESOTA R 00 H U -- O B - - P T COTTAGE GROVE, G 22' BIT. ROADWAY 795.18803.18 R 00 U + 803.1 B - G T UNDER 415+00 415 I P-OH H P-O40913 RUB -P G G G P-BURG G R H U O - PB - R U T B - P HCHAD SETTERHOLM, PELic. No. HO- P O - G 795.38803.38 P RUB-P 803.3PROFESSIONAL ENGINEER R U 2' GRAVEL SHOULDER (TYP.) B - EL=803.46EL=803.46 . T PVT STA=414+31.84PVT STA=414+31.84 I R MINNESOTA UR D B U L=25'L=25' - W EL=803.58EL=803.58 B CONSTRUCTIONSLIMITS (TYP.) P X- K=118.49K=118.49 T 795.63803.63 PVC STA=414+06.84PVC STA=414+06.84 CONSTRUCT BIT DRIVEWAY 5' BEYOND WATER CURB STOPS PVI EL=803.51PVI EL=803.51 00 H +02/19/2020 803.6 O PVI STA=414+19.34PVI STA=414+19.34 G - P 414+00 414 0 R 1 7873 U 8 B 7 - T I Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R 795.93803.93 U R B - U T 803.9 B - P %% 7.5' MINIMUM COVER 22 H 66 HYDRANT8" GV & BOX O G .. - 00 P -- 6" GV & BOX R U B - TNH EL. = 805.85 T P I 8 LF 6" WATERMAIN D I CONSTRUCT BIT DRIVEWAY 5'BEYOND WATER CURB STOPS " STA. 413+79 OFFSET 8' L8 796.24804.24 G 00 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S R U B - + T 804.2 STA. 413+84 OFFSET 16' L R U B 413+00 - T413 R H U P-BUR G EL=804.43EL=804.43 O B -- T P PVT STA=412+70.33PVT STA=412+70.33 R P-BURU 796.57804.57 B - I R L=25'L=25' P EL=804.61EL=804.61 U 804.6 K=108.12K=108.12 B - PVC STA=412+45.33PVC STA=412+45.33 T PVI EL=804.50PVI EL=804.50 PVI STA=412+57.83PVI STA=412+57.83 R RU UB G- B T JOINT OF CONCRETE DRIVEWAYAS DIRECTED BY ENGINEER- REPLACE 5' MIN. OR TO CLOSEST P 796.99804.99 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 7825 00 0 3 8+ 805.0 7 I R 7 P-OH 412+00 412 U B (STA. 401+03 TO STA. 422+42) - G%% G T 55 WATER MAIN OFFSET 8' L OF C/L 88 .. 00 -- VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. R U 4. 5.6.7. B - 797.42805.42 G T G R 8" DIP U G 805.4 B - P 27 R- I U P-OH 13 B REVISIONS - T EL=805.68EL=805.68 PVT STA=411+19.41PVT STA=411+19.41 R 797.80805.80 U 00 B - + 805.8 T G 411+00 411 H G O - P R P-BUR I U B - T G REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.) 797.67805.67 G 0 R 805.7 5 U 7 B - 7 T L=150'L=150' GP-OH P-OH K=40.62K=40.62 RUB-P RU B-P HP EL=805.83HP EL=805.83 PVI EL=806.32PVI EL=806.32 HP STA=410+84.93HP STA=410+84.93 PVI STA=410+44.41PVI STA=410+44.41 R R UU I BB -- 7801 T P G G 796.94804.94 00 ____ + 804.9 P-OH 410+00 R 410 U B - T ____ DATE G EL=804.18EL=804.18 PVC STA=409+69.41PVC STA=409+69.41 R____ BY U I CONSTRUCT BIT DRIVEWAY 5'BEYOND WATER CURB STOPS B 795.63803.63 - AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS. R OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP. TNH EL. = 805.986" GV & BOX8 LF 6" WATERMAINHYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICAL HYDRANTSTA. 409+32 OFFSET 16' L T U ____ NO. B803.7 - P 2.3. 1. NOTES: %% P-OH 44 8 R 88 4 U.. 7 22 B - 7 H T O , HRC - P CES G MBG, BSS MBG G 794.21802.21 R G 00 U DESIGN TEAM + I B 802.3 G - G T 409+00 409 P-OH P-OH RU P-OHB-P H GP-O P-OH RU B-P UR -B P 825820815810805800795790 P-BUR DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-113th St. S West.dwg 2/12/2020 5:38 PM Plot: mgunderson 2/11/2020 1:40 PMSave: 60 feet 0 0 133 + 3 G 6 46 1 30 I 152674 FILE NO. 0 G 15 G 30 scale I 00 + 4 6 1 LIMITS (TYP.) G CONSTRUCTIONS I PLAN & PROFILE FOR 8041 29 40' RAD. PT. STATION=423+19.56OFFSET=84.75 L MATCH INTO EXISTING DRIVEWAY G 25.84 820815810805800795790785 + 20' RAD. PT.STATION=422+88.38OFFSET=1.52 L 0 RIVER ACRES WATERMAIN EXTENSION 0 STATION=422+88.51OFFSET=90.42 LBIT. ANGLE PT.STATION=422+95.96OFFSET=52.45 L BIT. ANGLE PT. +803.6 423 SEE SHEET INTERSECTION POINT TABLE 5 I 6 1 HO -P 423+19.48 P-OH P-OH RUB- T RUB -T R UB-T R UB-T T-BUR00 UR T-B GBUR T- T-BUR R T-BU RUB-P + P-BUR805.0 P-BUR P-BUR PVI STA=422+68.59EL=805.55423+00 423 G R U B - 8" DIP T G %% 00+006 EL=805.46EL=805.46 00+106 00 00+206 11 I.. 8" DIPPVT STA=422+60.69PVT STA=422+60.69 11 R H 797.30805.30 U O G - B G - R P 805.3 T U B MINNESOTA - P L=50'L=50' 4 R COTTAGE GROVE, 5 K=15.14K=15.14 U . 0 0B R G 0- 0 U PVI EL=805.19PVI EL=805.19 T B + + - EL=804.09EL=804.09 P 6 6 PVI STA=422+35.69PVI STA=422+35.69 6 6 PVC STA=422+10.69PVC STA=422+10.69 1 1 795.61803.61 00 UNDER 8000 + I 803.6 40913 H O 422+00 422 -20' RAD. PT. T-BUR P %% 40' RAD. PT. 00 R 44 U.. OFFSET=31.00 R 44 B - OFFSET=51.00 L P STATION=422+32.32 CHAD SETTERHOLM, PELic. No. R U STATION=422+17.83 HYDRANT B -EL=801.78EL=801.78 T 6" GV & BOX PROFESSIONAL ENGINEER PVT STA=421+58.31PVT STA=421+58.31 793.42801.42 TNH EL. = 806.20 801.4 . 8 LF 6" WATERMAIN R I U B H - T O - P STA. 422+10 OFFSET 16' L MINNESOTA 8" GV & BOX G R U B - 02/19/2020 P G 791.67799.67 G T-BUR 00 + 799.8 STA. 422+04 OFFSET 8' L 421+00 421 0 8 R R 9 U I U BDate: - 7 T BSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - TH R O U B- - T P 7998 790.57798.57 R U R B 798.5 - U T 8" DIP B - R P GGG L=225'L=225' U K=37.69K=37.69 B - T 2' GRAVEL SHOULDER (TYP.) LP EL=798.13LP EL=798.13 PVI EL=796.83PVI EL=796.83 STORM INV. AT WATERMAIN CROSSING = 793.81(FIELD VERIFY) LP STA=419+92.46LP STA=419+92.46 P PVI STA=420+45.81PVI STA=420+45.81 G I I D T-BUR " 8 H www.sehinc.com RPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S O U - 790.14798.14 B P - (STA. 401+03 TO STA. 422+42) 00 T PROTECT EXISTING 24" CMPSTORM SEWER CROSSING WATER MAIN OFFSET 8' L OF C/L + 798.2 R U 420+00 420B - T R R U U B B - - RU B- T R UBP T-TRU -BUB-RT TV G I 790.37798.37 R U 798.6 B - T EL=798.60EL=798.60 PVC STA=419+33.31PVC STA=419+33.31 CONSTRUCT 5' BIT. APRONON GRAVEL DRIVEWAY (TYP.) 22' BIT. ROADWAY R 7.5' MINIMUM COVER U H R B - UO T- B -P P 791.12799.12 I 00 7985 + 799.1 R 419+00 419 U B - T G %% 77 7965 55 .. 11 -- H 791.90799.90 O CONSTRUCT BIT. DRIVEWAY 5'BEYOND WATER CURB STOP - R RP 799.9 U U B - T B I - P REVISIONS R U R B U - TB - T G TNH EL. = 802.41 HYDRANTSTA. 418+28 OFFSET 16' L6" GV & BOX8 LF 6" WATERMAIN R U 792.69800.69 B 00- T + 800.7 27 - 418+00 418 13 P-BUR I 820815810805800795790785 ____ ) 7 ____ DATE 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER FOR 88 - ____ BY 60 ____ NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE , HRC CES MBG, BSS MBG 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. DESIGN TEAM KEYED NOTES 4. 2.3.5.6.7. 1. NOTES: DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-113th St. S West.dwg 2/12/2020 5:38 PM Plot: mgunderson 2/11/2020 1:40 PMSave: 60 feet 133 47 + 0 6 30 I 7 5 1 1 8 H O - P 152674 FILE NO. 0 G G R P I U D B 15- " P 825' RAD. PT. STATION=306+99.59OFFSET=37.91 R 3 6 I 1 8 30 scale STORM SEWER CROSSING PROTECT EXISTING 15" CMP 820815810805800795790785 H GG 793.73801.73 GO - P 801.7 0 0 %% + 9 11 0 G 307+30.49 4 . 7 44 7 0 .. 35 EL=801.44 1 + 1 11 7 8 0 3 PVI STA=307+09.85 793.50801.50 %% R 44 U 0 OH 0P- P 66 RUB-801.6 B .. +- I EL=801.56EL=801.56 7 00 P 0 REPLACE FULLEXISTING BIT. APRON-- 3 307+00 EL=801.73 PVT STA=306+90.05PVT STA=306+90.05 G I PLAN & PROFILE PVI STA=307+30.49 G 793.69801.69 801.9 G 8" GV & BOX G I 0 R 0 U +1 B 8-5 5G RIVER ACRES WATERMAIN EXTENSION P 1 1 8 I H O G 20' RAD. PT.- P (FIELD VERIFY) 00 + OFFSET=31.00 L STA. 307+10 OFFSET 7.3' L P793.49801.49 I 6 0 D 3 " STATION=306+90.38 801.6 8 STORM INV. AT WATER 306+00 MAIN CROSSING = 798.62 L=200'L=200' K=63.13K=63.13 I I HP EL=801.69HP EL=801.69 PVI EL=802.20PVI EL=802.20 G REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.) HP STA=306+49.92HP STA=306+49.92 PVI STA=305+90.05PVI STA=305+90.05 792.90800.90 0 0 + 9 HYDRANT MINNESOTA 800.9 5 1 6" GV & BOX COTTAGE GROVE, TNH EL. = 803.40 G 8 LF 6" WATERMAIN G R H I 7 U O 2 B - - 0 1 P P 0 8 STA. 305+93 OFFSET 16' L G + UNDER 791.91799.91 5 0 40913 3 800.0 EL=799.67EL=799.67 305+00 PVC STA=304+90.05PVC STA=304+90.05 CONSTRUCTION LIMITS (TYP.) CHAD SETTERHOLM, PELic. No. APRON REPLACE FULLEXISTING BIT. OH P- RU B-P PROFESSIONAL ENGINEER I 790.65798.65 . G H798.8 O -7.5' MINIMUM COVER P G %% 33 MINNESOTA 55 .. 1 22 R 0 U 1 B 8 - 0P 02/19/2020 0 + 789.39797.39 4 0 I 3 797.4 304+00 G H P Date: O I SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - D P EL=796.75EL=796.75 " P 8 PVT STA=303+74.75PVT STA=303+74.75 I D " 8 R 788.22L=25'L=25'796.22 U EL=796.21EL=796.21 K=32.42K=32.42 B - PVC STA=303+49.75PVC STA=303+49.75 P 796.2 PVI EL=796.43PVI EL=796.43 I PVI STA=303+62.25PVI STA=303+62.25 22' BIT. ROADWAY G H O - 5 P 7 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 0 G GRAVEL DRIVEWAY (TYP.) G 0 8 0 + 787.33795.33 3 CONSTRUCT 5' BIT. APRON ON %% 0 113TH ST. CT. S 3 66 77 795.4 .. 11 R 303+00 G U B 3 -G I 62' GRAVEL SHOULDER (TYP.) P 0 8 G 3 H H -O P O 6 - P 0 BUR P- 8 R -BU P EL=794.48EL=794.48 786.45794.45 PVT STA=302+51.65PVT STA=302+51.65 794.5 H H O O - - R STATION=301+91.45OFFSET=25.22 L 15' RAD. PT. P U H P R B I - O - P U P B - P 0 0 +G 9 L=75'L=75' 785.80793.80 2 4 K=59.04K=59.04 0 0 3 8 793.8 PVI EL=793.82PVI EL=793.82 302+00 PVI STA=302+14.15PVI STA=302+14.15 EL=793.64EL=793.64 (STA. 302+13 TO STA. 305+91) PVC STA=301+76.65PVC STA=301+76.65 H WATER MAIN OFFSET 8' L OF C/L O - I P H G %% O 2% - 99 P 44 785.51793.51 .. G 2% 00 FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 G793.5 EL=793.47 REVISIONS PVI STA=301+42.17 %% 00 11 .. R 22 U EL=792.91 VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. B 0- 1 0 PVI STA=301+15.37 P 1 4 H + 4 0 O 1 4.5.6.7. 0 - 8 0 8 P 3 ) 792.1 7 301+00 27 1 - 1 0 FOR 13 8 88OFFSET=0.00 - 60 STATION=301+37.03 R 22' RAD. CENTER PT. U PROTECT CONCRETE DRIVEWAY PAVEMENT B H - O P - P CENTER CROWN LINE SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE HYDRANT 6" GV & BOX TNH EL. = 794.89 0 0 H P-O____ -OH P + 6 LF 6" WATERMAIN P-OH H0 P-O R(WEST OF REDUCER) -BU 0T R -BU TUR P-B BUR3 T- BUR T- UR P-B UR T-B R -BU P STA. 301+11 OFFSET 8.1' L____ 300+00 DATE 820810800790 815805795785 ____ BY 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER ____ NO. GG G G , HRC CES MBG, BSS MBG DESIGN TEAM 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS. OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICAL KEYED NOTES 2.3. 1. SLOPE AS DIRECTED BY ENGINEER.2) GRADE TO DRAIN ACROSS DRAWN BY:DESIGNER:CHECKED BY: CENTER CROWN AND GRADED TODRAIN WITH MINIMUM 2% CROSSDRIVEWAYS AND REST OF CUL DE SACPERIMETER AS DIRECTEDBY ENGINEER.NOTES: 1) CUL DE SAC TO BE GRADED WITH S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-113th St. Ct. S.dwg 2/12/2020 5:40 PM Plot: mgunderson 2/11/2020 1:35 PMSave: 60 feet 133 720715710705700695690685 691.89699.89 0 0 R H 48 R + U 700.0 O U B 9 - - 0B PR P- 109+00 1 TU G 30 B - P I R 152674 FILE NO. U B - TG 0 691.56699.56 STA. 108+57 OFFSET 14.5' RTNH EL. = 701.546" GV & BOX HYDRANT15 LF 6" WATERMAIN R U B - P 699.8 L=100' 1 K=50.48 15 0 0 P -OH LP EL=699.56 P-OH PVI EL=699.34 8 CONSTRUCT 5' BIT. APRONON GRAVEL DRIVEWAY (TYP.) R U B R- -BU PT LP STA=108+42.23 PVI STA=108+59.59 UR -B P G 30 scale EL=699.66 R I U PVC STA=108+09.59 B - R 691.73699.73 0 TU 0 B - +P 699.8 8 G 0 108+00 1 R UH B O - - T P 19' BIT. ROADWAY (MATCH EXISTING) G 692.05700.05 R R PLAN & PROFILE U I U B 5 B - 700.0 - T 9 P 9 7 R U B H - O T - P RIVER ACRES WATERMAIN EXTENSION G D 692.37700.37 0 W 0 BY ENGINEER (TYP.) X + CONSTRUCTION LIMITS (TYP.)R700.3 7 U 0 I B 107+00 1 - R T U B REPLACE BIT. APRON UP TO - P UNLESS OTHERWISE DIRECTED EXISTING CONCRETE DRIVEWAY R U B %% - 55 T 66 692.70700.70 .. H 00 O - -- P G 700.5 H O - R P I P U D B I MINNESOTA - " T 8 R U COTTAGE GROVE, B 16' BIT. ROADWAY- (MATCH EXISTING) P R U 693.02701.02 B 8" DIP 0 - 0 T +3 701.1 9 6 9 0 UNDER G 106+00 1 7 G 40913 H R O - U P B -I T CHAD SETTERHOLM, PELic. No. 693.34701.34 R R U U B -701.6PROFESSIONAL ENGINEER B - P T . G R H U O - B IN KIND (TYP.) - MINNESOTA P I T EL=701.62 7.5' MINIMUM COVER PVT STA=105+07.58 693.66701.66 0 0 2' GRAVEL SHOULDER (TYP.) 02/19/2020 + 701.9 5 R 0 UNDERGROUNDEL=701.70 U L=20'105+00 1 B R K=42.93 - PVC STA=104+87.58 U T B - PVI EL=701.68 PROTECT POTENTIAL IRRIGATION CONDUIT P PVI STA=104+97.58 REPLACE 5' MIN. OF DRIVEWAY Date: G SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R U H %% B O - - 88 T 701.77 P 11 .. 00 -- STA. 104+57 OFFSET 13' RTNH EL. = 704.166" GV & BOX 701.9 HYDRANT 13 LF 6" WATERMAIN R U B EL=701.81 - T PVT STA=104+26.47 R U B - P EL=701.93 L=20' G R K=22.76 7 702.00 PVC STA=104+06.47 U 0 8 0 Bwww.sehinc.com HPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 -9 PVI EL=701.83 + O T 7 702.0 - 4 P PVI STA=104+16.47 0 104+00 1 16' BIT. ROADWAY (MATCH EXISTING) %% 66 R RIVER ACRES RD.00 U .. B 11 - -- T HO- P 702.53 EL=702.53EL=702.53 R R U G B-PVI STA=103+50.00PVI STA=103+50.00 P 702.5 U B - T R UH G B O - - R T P U B 0 - 0 P + 703.3 3 0 R 103+00 1 UG B - T PROTECT POTENTIALUNDERGROUND IRRIGATION CONDUIT MATCH INTO EXISTING DRIVEWAY R U B H - O T - P 703.8 R U B - P R U REVISIONS G B - T 0 0 + 703.7 H 2 0O - 102+00 1 ) P 27 7 - 13 R G U B - FOR P 88 - 60 702.5 SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 1 8 9 7 G 0 0 ____ + 699.9 1 0 1 101+00 ____ DATE ____ BY 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER ____ NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 , HRC CES MBG, BSS MBG 0 AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. 0 HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. DESIGN TEAM + 0 0 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 4. 2.3.5.6.7. 1. 100+00 1 NOTES: KEYED NOTES 720715710705700695690685 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_1.dwg 2/12/2020 5:42 PM Plot: mgunderson 2/12/2020 3:34 PMSave: 133 60 feet 49 30 152674 FILE NO. 0 15 30 scale R R 0 U 0 U B B +- - T 8 P P 1 I 1 D " 8 R 720715710705700695690685 U 694.27702.27 I B - PLAN & PROFILE T 702.3 116+50 G G %% R 66 U 22 B .. - 44 T G EL=700.49EL=700.49 50.5' RAD. PT.STATION=116+95.83OFFSET=63.93 L RIVER ACRES WATERMAIN EXTENSION PVT STA=116+08.36PVT STA=116+08.36 R 692.15700.15 U R B U - 700.2 B P - 45' CENTER RAD. PT. STATION=115+43.63OFFSET=31.14 L T 116+00 0 0 + 7 G 1 1 R U B - G T I 690.82698.82 L=100'L=100' K=20.92K=20.92 699.0 G R IPLP EL=698.60LP EL=698.60 " D 8 1U PVI EL=698.36PVI EL=698.36 1 6 +I 0 0 B I - LP STA=115+19.22LP STA=115+19.22 PVI STA=115+58.36PVI STA=115+58.36 T 8" GV & BOXSTA. 115+03 OFFSET 21.7' L MINNESOTA G I COTTAGE GROVE, EL=698.62EL=698.62 G PVC STA=115+08.36PVC STA=115+08.36 R BU T-690.67698.67 0R U -B T 0 R U -B T R R +BU T- RU R698.9 UB -B T- 5 UR UP -B 1T B 1 -115+00 UNDER T GH O - 40913 P R R G U U B - B P - H I TO -CHAD SETTERHOLM, PELic. No. P 690.93698.93 699.0 PROFESSIONAL ENGINEER 8077 R G U R H B. U O - -48' RAD. PT. B -P T P G OFFSET=57.50 R R U B- PMINNESOTA STATION=114+63.30 R RU 19' BIT. ROADWAY B- P (MATCH EXISTING) U R BU B-691.19699.19 P - 0 T 0 I G + 699.3 02/19/2020 4%% 1 22 114+00 1 55 REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.) .. G 00 -- R R H U U O B B- -) - P TP 7 GDate: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 8039 G FOR 691.45699.45 R G U 88 - B 699.6 - T 60 I R 8" DIP U H B - O R - T U P SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE B - G P 691.71699.71 0 0 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 + 699.6 R 3 U 1 113+00 1B - T I EL=699.84EL=699.84 HYDRANT PVT STA=112+74.25PVT STA=112+74.25 6" GV & BOX R (STA. 112+65 TO STA. 114+66) U 8035 WATER MAIN OFFSET 6' L OF C/L 7.5' MINIMUM COVER B G TNH EL. = 701.15 -H EL=699.98EL=699.98 L=20'L=20' T O 692.02700.02 - K=54.91K=54.91 PVC STA=112+54.25PVC STA=112+54.25 P R G 699.8 U PVI EL=699.89PVI EL=699.89 20.5 LF 6" WATERMAIN 8" x 6" DIP REDUCER B 12" x 6" DIP REDUCER12" x 8" DIP REDUCER - P I PVI STA=112+64.25PVI STA=112+64.25 P R D U " STA. 113+10 OFFSET 14.5' R B 8 - T RIVER ACRES RD. I HH O -O P- P G CONSTRUCTION LIMITS (TYP.) G 692.46700.46 0 0 + 700.5 2 1 112+00 1 G R H U O - B - P 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS T KEYED NOTES %% I 88 8005 88 R .. U 00 692.90700.90 -- 2' GRAVEL SHOULDER (TYP.) B - R T U 701.0 B - P R G REVISIONS U H B O - - T P I 693.34701.34 0 0 R +U 701.3 1B - 1 27 T 111+00 1- R 13 U B - P EL=701.60 8003 R U PVT STA=110+70.58 G B H - 8003 O T - P 693.69701.69 G 701.4 I R U L=50' G B - K=22.55 T HP EL=701.69 PVI EL=701.82 EL=701.49 HP STA=110+50.67 PVI STA=110+45.58 PVC STA=110+20.58 R U B G - 693.21701.21 T 0 0 + ____ 701.3 0 1 110+00 1 PROTECT EXISTING I R U CONCRETE DRIVEWAY B -____ T DATE R %% U 33 B 33 -H ____ .. BY P O 11 R - 692.55700.55 U P R U 19' BIT. ROADWAY B B- (MATCH EXISTING) P - G ____ 700.6 T NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 I R U 8001 B - , HRC 8001 T CES EL=700.01EL=700.01 MBG, BSS MBG AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED.PVT STA=109+09.59PVT STA=109+09.59 691.89699.89 0 0 R H RDESIGN TEAM +U 2.3.4.5.6.7. 700.0 1. O U B - 9 - NOTES: B 0R P - P 109+00 1 U T G B - P 720715710705700695690685 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_1.dwg 2/12/2020 5:42 PM Plot: mgunderson 2/12/2020 3:34 PMSave: 27 133 - 13 50 60 feet 152674 FILE NO. 30 0 15 30 scale FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 PLAN & PROFILE R U B - 725720715710705700695690 T 692.91700.91 R EL=700.94% 0 AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. U HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 3 0 B 700.9 5 PVT STA=121+98.11 +- . P 2 1 -122+00 2 2.3.4.5.6.7. 1. 1 RIVER ACRES WATERMAIN EXTENSION NOTES: I H EL=701.23 O L=20' - T-BUR P K=111.88 8251PVC STA=121+78.11 G G PVI EL=701.09 PVI STA=121+88.11 693.61701.61 T-BUR 701.6 R U B- P R 82328232 U R U BB- P R- R U UP B I- P B - T R G U B - G P G G % G MINNESOTA 5 694.29702.29 0 3 0. R G 1 G +U -702.2 1B - 2 COTTAGE GROVE, T 121+00 1 H 8235 O - P R R U ON GRAVEL DRIVEWAY U I UNDER B -B - T P40913 CONSTRUCT 5' BIT. APRON 694.96702.96 G G R U703.0 B - V T EL=703.20 CHAD SETTERHOLM, PELic. No. PVT STA=120+32.73 R PROFESSIONAL ENGINEER RU U B - PB - T . I 695.56703.56 0R CONSTRUCTION LIMITS (TYP.) 0 U L=50' B + K=62.80 703.5 - R G0 P H U 2 G 120+00 MINNESOTA 1BO PVI EL=703.54 - - EL=703.68 TP PVI STA=120+07.73 PVC STA=119+82.73 02/19/2020 R U B - T 695.86703.86 (STA. 117+30 TO STA. 121+72) WATER MAIN OFFSET 6' L OF C/L 20' BIT. ROADWAY I 703.8 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 7.5' MINIMUM COVER R R 8211 U G 82228222 U H B B G G- - O T R- P UP B - T P I % R D 6 U" 696.14704.14 5 0 . B 8 0- 0 RT- + 704.1 U 9 B 1 - 119+00 1 I T UR -B T www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 G H GR O U - B P - R P U P B I - 696.42704.42 T D IN KIND (TYP.) RIVER ACRES RD. R U "B - P 704.4 8 EL=704.52 R U I R PVT STA=118+32.24 U B - B P - T G G H REPLACE 5' MIN. OF DRIVEWAY O - R 696.54704.54 R 0 P U 0 U L=50' B B - + - K=32.75 704.4 T 8P 1 118+00 HP EL=704.57 1 8171 PVI EL=704.66 EL=704.41 HP STA=118+13.95 PVI STA=118+07.24 PVC STA=117+82.24 R HYDRANT U I B FOR BUS TURN - 6" GV & BOX T 49 TNH EL. = 706.46 696.10704.10 G G 9 LF 6" WATERMAIN R 704.1 U % B G 7 - 9 T . AROUND POINT TABLE GH SEE SHEET STA. 118+18 OFFSET 15' L 0 O - P R U R B U - B P - T 2' GRAVEL SHOULDER (TYP.) 0 EL=703.63 695.62703.62 REVISIONS 0 +8151 PVT STA=117+01.27 703.6 7 G 1 1 117+00 R U BG G - G T I H O - L=50' P K=15.18 G R R IP " D 8 U PVI EL=703.39 U 11B 6 - +I 0 0P EL=702.32 B 694.27702.27 I - PVI STA=116+76.27 % T 6 PVC STA=116+51.27 702.3 2 . 4 116+50 G G 725720715710705700695690 R U -B T R U -B T UR -B T R R R BU T- U RU R UBB -B T-- U URPP -B T B - T H O - P 80778077 ____ ____ DATE ) 7 ____ BY 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER FOR ____ NO. 88 - 60 , HRC CES MBG, BSS MBG SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE DESIGN TEAM 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_1.dwg 2/12/2020 5:43 PM Plot: mgunderson 2/12/2020 3:34 PMSave: 133 51 G G 8" DIP I I 621 00+ EASTING 152674 G 472520.4526472537.5175472545.1572472551.7328472528.5590472514.6646472506.7177472503.8590 FILE NO. ) 7 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER H FOR O - P 88 - NORTHING 113659.9361 113674.1575113670.6533113672.5886113647.8960113640.7044113633.2486113622.7334 60 I BNSF RAILS 0 G 0 CONSTRUCTION LIMITS (TYP.) + 10' X 10' RECEIVING PIT 5 2 700.001 698.413698.018698.129698.548698.925699.348699.355 1 SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE ELEVATION ROAD RAIL BNSF 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS ROAD RAIL BNSF KEYED NOTES 100' RAILROAD ROW D12D13D14D15D16D17D18D19 I G PLAN & PROFILE RAW DESCRIPTION 60 feet TRAFFIC DELINEATORS 0 0 0 0 RIVER ACRES WATERMAIN EXTENSION + 301 0 + 2 G 4 EASTING 2 I 472496.0071472511.0921 472481.9535472478.6348472539.0646472627.1549472595.5456472564.5110472547.6845472521.0262472512.6090 1 P I I R D U B " - G 6 T R 00+002 U B - T 0 G R U B - T NORTHING 15 I113607.5260113809.7456113852.9625113870.7297113845.2308113842.4372113835.8128113831.1317113812.8820113782.1406113689.7128 82328232 T 20' X 30' JACKING PIT H 30- scaleBR O - U CONCRETE BARRIERS U P RB - P 699.530708.899711.099712.888714.793713.829712.492711.485709.636708.369701.339 MINNESOTA G ELEVATION G T - B U COTTAGE GROVE, 0 R 0 + I 3 2 1 D1 D2D3D4D5D6D7D8D9 D11 T D10 - H UNDER B WITH ENGINEER & CITY PRIOR TO STARTING REMOVALS. ALLALL TREES WITHIN THE PROJECT UNLESS REMOVALS AREABSOLUTELY NECESSARY. PPROTECT ALL FACILITIES NOT SPECIFIED FOR REMOVAL.CONTRACTOR SHALL REVIEW POTENTIAL TREE REMOVALSREMOVALS MUST BE APPROVED BY THE ENGINEER & MAYREQUIRE MULTIPLE MOBILIZATIONS. CITY'S INTENT IS TO SAVESTEEL CASING WALL THICKNESS SHALL BE A MINIMUM OF0.375 INCHES.CARRIER PIPE SHALL BE CONSTRAINED WITHIN CASING PIPEUTILIZING SPACERS.CARRIER & CASING PIPES SHALL INCLUDE CATHODICPROTECTION AT BOTH ENDS.CASING PIPE SHALL BE SEALED AT BOTH ENDS.CONTRACTOR SHALL PROVIDE FLAGGERS WHEREVER WORKREQUIRES. UO I - R40913 D P R " U 8 B - RAW DESCRIPTION WATER MAIN JACKING NOTES:4. P 2.3.5.6.7. 1. G T G TRAFFIC CONTROL DURING JACKING - B P CHAD SETTERHOLM, PELic. No. CLEAR & GRUB TREES U - B R U ROAD MONUMENT AREA". R 1 GPROFESSIONAL ENGINEER 2 2 + ). PAID FOR UNDER BID ITEM 0 0 ROADWAY G 7.5' MINIMUM COVER RELOCATE MONUMENT ROCKS I T 111 . I- B H 725720715710705700695690 U O 706.25714.24 R - P G "SALVAGE AND INSTALL RIVER ACRES % 714.2 EL=714.00 GR SHEET 7 (SEE PHOTOS OF LANDSCAPE AREA ON MINNESOTA TEMPORARY GRAVELRELOCATE ELECTRICAL METER & LIGHT U 9 .126+50 PVT STA=126+41.89 B -2 P -BUR T-BURT-BURT-BURT-BURT UR T-B EL=713.44 02/19/2020 L=20' K=61.42 G PVC STA=126+21.89 % PVI EL=713.71 5 EL=713.04 6 . PVI STA=126+31.89 2 2 704.01712.81 PVI STA=126+06.725 . % L 8" GV & BOX (2)STA. 125+66 OFFSET 25' LSTA. 125+73 OFFSET 20' L5 EL=712.57 713.3 Date: 3 C . SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT , WATERMAIN STA. 125+72OFFSET 29.4' LTNH EL. = 715.796" GV & BOX8 LF 6" HYDRANT 3 PVT STA=125+92.83 126+00 P I D G " G 8" DIP 8 IWATER MAIN. (INCIDENTAL) I EXTRA DEPTH 621 00+ MINIMUM COVER TRANSITION TO 7.5' G 701.55710.93 L=75' 711.3 K=44.39 9.4' PVI EL=711.32 115TH ST. S H PVI STA=125+55.33 O - P www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 EL=709.43 PVC STA=125+17.83 I % 4 698.55708.53 % 0 G BNSF RAILS0 0.0 CENTER OF BNSF TRACKS EL=708.31 53 + .708.8 5 0 PVI STA=124+95.56 - LROAD 2 F RAI BNS 125+00 1 PVI STA=124+80.72EL=708.35 AD AILRO SF R BN EL=707.55 PVT STA=124+73.6124" STEEL CASING PIPE225 LF @ 5.67% MINIMUM 0.375" WALL THICKNESS CONCRETE MEDIANS PROTECT EXISTING 100' RAILROAD ROW % 3 695.53705.53 1 . % I2 8 1 705.9 7 EL=707.70 . G 8 L=50' K=47.95 PVI EL=705.35 60 feet EL=703.42 PVI STA=124+48.61 PVI STA=124+75.33 PVC STA=124+23.61 I % 2' GRAVEL SHOULDER (TYP.) 3 7 692.51701.60 . 0 0 0 7 0 + EL=701.33 30 1 0 +2 G 701.9 R U 4B PVI STA=123+96.60 - T 2 % I 124+00 1 8 EL=700.84 P I I 9 R D U. "B - G 8 T PVT STA=123+84.283 BUR P- R 00+002 U B - G T 0 OH P- G R U B - T FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 REVISIONS 15 689.49699.80 I 699.8 82328232 T H 30 - scale BR O - U U P RB - P 11' VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.OTHERWISE NOTED. L=100' K=18.14 G 8279 LP EL=699.41 4.5.6.7.PVI EL=698.85 G T LP STA=123+12.09MIN. 9' BURY DEPTH TO -TOP OF PIPE IN CASING PVI STA=123+34.28 B U 688.13699.45 0 R 0 + 699.6 I 27 3 2 - 2 5 1 . 123+00 13 L EL=699.62 C T , PVC STA=122+84.28 - H B P I P O U WATER MAIN.(INCIDENTAL) I EXTRA DEPTH -D R D P" R MINIMUM COVER 8 " TRANSITION TO 7.5' U 8 B - P G HYDRANT T 692.14700.14 G - 8" GV & BOX 6" GV & BOX B U 700.1 R % 3 TNH EL. = 700.83 5 . 1 G 2 2 1 + - 0 0 G 19.4 LF 6" WATERMAIN I T ____ - B H U STA. 123+04 OFFSET 15' R STA. 122+94 OFFSET 2.7' L O R - P G G R ____ 692.91700.91 U DATE B - P T-BURT-BURT-BURT-BURT-BUR700.9 122+00 ____ BUR P- BY R P-BU UR P-B 7.5' MINIMUM COVER GH P-O 725720715710705700695690 -OH____ P 8279 NO. 8275 G 8251 R U , HRC B P - -8279 CES PBP(TYP.) R U- O UMBG, BSS MBG R B H - P DESIGN TEAM G CONSTRUCTION LIMITS (TYP.) AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS. OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP. DRIVEWAY IN KINDHYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICAL REPLACE 5' MIN. OF 2.3. 1. DRAWN BY:DESIGNER:CHECKED BY: NOTES: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_1.dwg 2/12/2020 5:45 PM Plot: mgunderson 2/12/2020 3:34 PMSave: 60 0 feet 0 R + U 6 133 I 3 735730725720715710705700 B 1 - 728.68736.68 R P > U H > B O- 52 - T 00 736.6 P 44 ) 33 135+50 7 11 R 30 G 11 U B - P R U B - FOR GT 152674 88 FILE NO. - I 360 0 > STA. 135+00 OFFSET 17.8' RTNH EL. = 734.766" GV & BOX HYDRANT12 LF 6" WATERMAIN 4 > H R 724.05732.05 3 O -U 1 PB 1 - 732.0 T 15 135+00 R 0 U 0 B - > + P SEE SHEET SERVICE CONTINUATION R HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM >SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 5 U 30 3 scale B 1 - T G 0 H 4 O > - 8" GV & BOX 3720.07728.07 R >P 1 U 1 B - 728.0 T R U B - P > R > U B - STA. 134+95 OFFSET 5.5' R T TC= 725.05 INV. 721.03 (SW) I G STA= 134+16.02 H INV. 721.07 (NE) 10 8" x 6" DIP REDUCER O 12" x 6" DIP REDUCER12" x 8" DIP REDUCER - P 716.72724.72 PLAN & PROFILE R U 0 724.6 B 0 - +T 134+00 4 > 3 > 1 R U B L=450' - R K=38.96 P U ) B 3 - PVI EL=720.92 T RIVER ACRES WATERMAIN EXTENSION I G PVI STA=134+41.04 > > 714.01722.01 ACCESS AT ALL TIMES (INCIDENTAL) H BOX WHEN INSTALLING WATER MAIN O - 722.0 P 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS R CONTRACTOR SHALL UTILIZE A TRENCH BETWEEN CURB LINES TO PROTECT THE U B (STA. 132+55 TO STA. 138+67) KEYED NOTES - EXISTING CURB AND TO MAINTAIN VEHICLE T WATER MAIN OFFSET 5.5' R OF C/L24' F-F > > R R U PROTECT EXISTING U B - B STORM SEWER (TYP.) -T P 711.95719.95 I G 2 0 > 0 1 > 720.0 4+ H 8 3 133+00 O3 -R 1 P U RB MINNESOTA - 2 U T 1 B - 4 P 8 > > STORM INV. ATWATER MAINCROSSING = 711.70(FIELD VERIFY) COTTAGE GROVE, R U PROTECT EXISTING 18" RCPSTORM SEWER CROSSING TC= 718.07 INV. 711.83 (S) 710.53718.53 B - WATER MAIN OFFSET PER DETAIL (SEE SHEET SEPARATION. UNDER STORM PIPE. MAINTAIN 2 FT. OF VERTICAL T STA= 132+51.70 9 INV. 712.13 (NE) R 718.6 U G B UNDER G- > P> TC= 717.61 INV. 711.59 (W) 40913 H R STA= 132+32.39 8 INV. 711.62 (N) G O U - B P - T EL=717.93 > > G PVC STA=132+16.04 P CHAD SETTERHOLM, PELic. No. -B U R P R - O H U 709.71717.71 B - T0 0 PROFESSIONAL ENGINEER +I 717.7 %% 2 33 3 132+00 > 1 33 .. > . H 11 O - G P P I 4 0 D EL=717.31 4 " 8 R 8 4" INSULATION - 3.6 SY PVT STA=131+69.30 U MINNESOTA B - 4 > V REPLACE CONCRETE 0 T > 4709.08717.08 CURB & GUTTER (TYP.) H 8 R O U- 02/19/2020 717.1 STORM SEWER CROSSING PROTECT EXISTING 12" RCP BP JOINT OF CONCRETE DRIVEWAY AS- REPLACE 5' MIN. OR TO CLOSESTDIRECTED BY ENGINEER P I > > INV. 711.13 (N) G TC= 716.23 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT INV. 711.12 (S) R STA= 131+15.58 7A L=100' U INV. 711.30 (E) K=54.51 B - 708.82716.82 0 T P LP EL=716.82 0 I PVI EL=716.64 +D 716.9 LP STA=130+96.76 1 PVI STA=131+19.30 " 3 H 8 1 131+00 O - RP R G U U B I B - - P GT EL=716.89 2 4 " G PVC STA=130+69.30 G G R 708.99716.99 2 4 " U www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 115TH ST. S B - G T717.1 BUR P- R STA. 130+13 OFFSET 17.8' LTNH EL. = 720.156" GV & BOX HYDRANT13 LF 6" WATERMAIN U B I - %% T 00 WATER MAIN 55 .. (FIELD VERIFY) 00STORM INV. AT -- 0 709.24717.24 0 G + R CROSSING = 711.40 U0717.3 R3 B H - 1 U O 130+00 T -B - P GP G ) UNDER NORTHERN R 4 EL=717.42 U B - PVT STA=129+64.95 T NATURAL GAS MAIN LINE. HORIZONTAL SEPARATION. 709.48717.48 (STA. 126+92 TO STA. 131+05) MAINTAIN 3' OF VERTICAL AND 717.5 0 WATER MAIN OFFSET 5.5' L OF C/L G R 0 U I 3 REPLACE 5' MIN. OFDRIVEWAY IN KIND (TYP.)WATER MAIN OFFSET PER DETAIL (SEE SHEET B 8 - H T O - R P U B - P NATURAL GAS MAIN CROSSING WATER MAIN R U STORM INV. AT(FIELD VERIFY) B 0 -PROTECT EXISTING 24" NORTHERN 0 709.53717.53 T + CROSSING = 712.54 9 717.5 2 1 129+00 R G U I B -REVISIONS T H STORM SEWER CROSSING O PROTECT EXISTING 12" RCP - P R U B -L=200' 709.34717.34 K=99.80 P R P-BU HP EL=717.54 PVI EL=717.92 717.2 HP STA=129+14.65 PVI STA=128+64.95 27 - G 13 I H 7.5' MINIMUM COVER O - P CONSTRUCTIONLIMITS (TYP.) 0 0 708.89716.89 0 + 0 8 + 2 R 716.8 1 3 U 0G B 2 128+00 - P 8 7 2 8 G EL=716.42 23' BIT. ROADWAY G I PVC STA=127+64.95 H O - 708.20716.20 G P I ____ 716.2 BIT. ANGLE PT.STATION=127+26.62OFFSET=11.50 L G R U R ____ %% B U - 00 DATE BT 55 - .. P 11 0____ BY 0 G I 0 + 707.45715.45 0 7 H + 2 ____ 1 O NO. 2 715.5 -I 0 EL=715.31 P 2 127+00 PVT STA=126+90.69 R U FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. G B 3 - EL=714.86 T L=20' , HRC K=13.56 PVC STA=126+70.69 2' GRAVEL SHOULDER (TYP.)CES PVI EL=715.16 MBG, BSS %%MBG 77 PVI STA=126+80.69 99 706.25..714.24 22 I G DESIGN TEAM AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. 714.2 H 126+50 I O 2.3.4.5.6.7. 1. - P NOTES: 730720710700 735725715705 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_1.dwg 2/12/2020 5:46 PM Plot: mgunderson 2/12/2020 3:34 PMSave: 60 feet 133 53 30 152674 8462 FILE NO. 0 15 P - 30O scale H P - O H 11301 84628462 P - O PVI STA=140+89.35PVI EL=802.02L=150'K=14.50PVC STA=140+14.35EL=793.13PVT STA=141+64.35EL=803.14HP STA=141+64.35HP EL=803.14 H P - O H G PLAN & PROFILE % 1 P -O H 1 P -. B U R 5 P -O H P -B U R @ I 800795790785780775770765 I I 792.75800.75 G 11301 s s R a 800.7 l H U B O C - - 141+00 P P P RIVER ACRES WATERMAIN EXTENSION C P P G - -R O B " UH R 2 1 G G TC= 797.16F INV. 793.07 (SE) L STA= 140+54.932 5INV. 793.07 (W) G 7 788.91796.91 G797.0 I 0 0 + 1 4 1 % P - O 9 H 4 . REPLACE 5' MIN OFDRIVEWAY IN KIND (TYP.) 2 1 @ I I G I s s G a l C MINNESOTA I 783.43791.43 R P G U C B -R H791.7 0 P" 0 O -2 COTTAGE GROVE, + 140+00 1 P 0 4 F 8" GV & BOXSTA. 139+71 OFFSET 6' R 1 L G 2 TC= 788.32 7INV. 784.09 (S) STA= 139+74.481 11325INV. 784.09 (NW) UNDER % 40913 5 G 8 . 777.51785.51 1 G 1 G 785.7 % 9 0P R I . H G 3 UCHAD SETTERHOLM, PELic. No. D O 1 B" - - 8 P P @ HYDRANT I I I PROFESSIONAL ENGINEER I 6" GV & BOXs s a l C . TNH EL. = 790.24 EL=780.26 P C 771.58779.58 PVT STA=139+05.75 0 7.5' MINIMUM COVER R 0 " 13 LF 6" WATERMAIN REPLACE CONCRETE +2 779.7 1 8399CURB & GUTTER (TYP.) 9 3 F MINNESOTA 139+00 1 L 5 G G 0 STA. 139+64 OFFSET 17.8' R 1 H G02/19/2020 O LIMITS (TYP.) R - U P TC= 774.68 INV. 770.36 (S) B - CONSTRUCTION P STA= 138+63.22 INV. 770.38 (E) 14A 765.50773.50 G L=100' 773.5 K=96.88 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT > PVI EL=774.34 > PVI STA=138+55.75 G 800795790785780775770765 G > EL=767.90 > 0 759.16767.16 PVC STA=138+05.75 0 + P767.2 8 3 P- OG I R 1 138+00 U H D R B - " U H P 8 B > O- - T > P 765760755750745740735730 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 P ACCESS AT ALL TIMES (INCIDENTAL)- CONTRACTOR SHALL UTILIZE A TRENCH BOX WHEN INSTALLING WATER MAINBETWEEN CURB LINES TO PROTECT THEEXISTING CURB AND TO MAINTAIN VEHICLE B STORM SEWER CROSSING U G INMAN AVE. S PROTECT EXISTING 12" RCP R R U I GG B 752.72760.72 - > T > 760.7 R P % U - H 8 BR O -G8 O . -U PH 2 P B 1 - T TC= 755.57 INV. 751.75 (SW) STORM INV. AT SERVICECROSSING = 745.83(FIELD VERIFY) > G 0 STA= 137+13.87 INV. 751.80 (N) >13 0P R - + B U 746.28754.28 7 I BU - 3 G R 4" INSULATION - 3.6 SY 1T P I 754.2 ) D 0 " 4 137+00 8 3 >1 H R 1 > O# U -R( 24' F-F R B U PU -P B - P (#11340) PB - - O T G 7.5' MINIMUM COVER H EL=749.90 STORM SEWER (TYP.) PROTECT EXISTING PVT STA=136+66.04 1134011340 > G > R 739.87747.87 U I B - G T 747.8 P G - B U G R R U 0 B - H>0 TC= 743.69 INV. 737.75 (SW) T(STA. 132+55 TO STA. 138+67) > O+ -P 6 STA= 136+20.20 P -INV. 739.02 (NE) 3 O 12 WATER MAIN OFFSET 5.5' R OF C/L R1 H U B 11343 G - G P R 733.96741.96 UREVISIONS I B G- T 741.9 G 136+00 INV. 733.09 (SE) > R > INV. 732.80 (SW) U P B -- H INV. 732.85 (NE) B T O U - R P TC= 737.37 > >RP STA= 135+62.97 R U - UG) I BO 11A - B 728.68736.68 T 7 -H 27 P- 0 0 + 736.6 13 5 3 1 R 135+50 U FOR B - T 88 - 765760755750745740735730 60 R U B - T SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 11343 ____ STORM SEWER CROSSING PROTECT EXISTING 12" RCP (FIELD VERIFY) ____ DATE STORM INV. AT WATER MAIN CROSSING = 733.36 ____ BY 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER ____ NO. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 , HRC CES MBG, BSS MBG DESIGN TEAM OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESSOTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 2.3.4.5.6.7. 1. NOTES: KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_2.dwg 2/12/2020 5:47 PM Plot: mgunderson 2/11/2020 4:56 PMSave: 60 feet 133 P 825820815810805800795790 - O H 794.09802.09 G 0 0 P - O H 54 ) + 802.0 7 0 5 150+00 1 30 P G - %% B 77 U FOR 22 R I .. 88 00 - -- 152674 FILE NO. 60 8286 EL=802.21 0 PVT STA=149+57.44 794.23802.23 802.2 P G G - 15 O H SEE SHEET SERVICE CONTINUATION HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE 30 scale L=50' 8285 G K=65.77 P - I B PVI EL=802.28 U EL=802.53 P R -PVI STA=149+32.44 O PVC STA=149+07.44 794.61802.61 H 0 0 + 802.6 9 4 149+00 1 G G 8300 HYDRANTSTA. 149+12 OFFSET 16.5' RTNH EL. = 804.726" GV & BOX8.5 LF 6" WATERMAIN P - O H 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER G I 795.13803.13 %% PLAN & PROFILE 33 P 00 .. 803.2 G - O 11 P H -- - P O H - O H P - 8301 G B U R RIVER ACRES WATERMAIN EXTENSION G 795.64803.64 G 0 P - O 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS H 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 0 EL=803.70 I + 803.6 KEYED NOTES 8 PVT STA=147+94.77 4 148+00 1 P - O H P IN KIND (TYP.) - P O I H D " 8 G P - B G 796.02804.02 U R 804.0 G 8322 I REPLACE 5' MIN OF DRIVEWAY L=100' K=73.49 MINNESOTA HP EL=804.09 PVI EL=804.21 8323 HP STA=147+18.99 PVI STA=147+44.77 P - COTTAGE GROVE, O H 796.06804.06 G 0 0 EL=804.05 + 804.1 P 7 P PVC STA=146+94.77 -4 - UNDER O B 147+00 HG G1 U 40913 R G ) UNDER NORTHERN 4 %% 33 33 .. 00 CHAD SETTERHOLM, PELic. No. P I 795.90803.90 D " EL=803.88 804.0PROFESSIONAL ENGINEER 8WATER MAIN OFFSET PER DETAIL (SEE SHEET NATURAL GAS MAIN LINE.MAINTAIN 3' OF VERTICAL ANDHORIZONTAL SEPARATION. FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. LIMITS (TYP.)G 3 PVT STA=146+43.35 I PROTECT EXISTING 24" NORTHERNNATURAL GAS MAIN CROSSING . CONSTRUCTIONS P - G B P U - O R H MINNESOTA ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. G24" G 24" 795.92803.92 0 4.5.6.7. 0 (STA. 143+50 TO STA. 153+24) 02/19/2020 + 804.0 6 WATER MAIN OFFSET 8' R OF C/L 4 146+00 1 L=100' G K=50.60 23' BIT. ROADWAY 27I - LP EL=803.85 PVI EL=803.71 13 G G LP STA=146+26.67 PVI STA=145+93.35 Date: G SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT G P P - - O B H U 796.43804.43 R EL=804.54 804.4 PVC STA=145+43.35 8366 7.5' MINIMUM COVER G I %% 55 66 .. 11 -- 797.25805.25 G 0 P 0www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S 8365 - + O 805.2 P P - O H5H - 4 B 145+00 1 EL=805.50 U R PVT STA=144+84.86 G P - O G I H P - CONSTRUCT 5' MIN. OF OP - O H 797.90805.90 H DRIVEWAY IN KIND (TYP.) 2' GRAVEL SHOULDER (TYP.) 805.8 G 8388 HO-P L=100' K=34.38 P HP EL=805.96 PVI EL=806.32 - O H HP STA=144+28.26 PVI STA=144+34.86 G G 797.85805.85 I 0 0 + G OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICAL 805.8 4 HYDRANT P 4 144+00 -1 B 6" GV & BOXEL=805.69 2.3. 1.U G R NOTES:PVC STA=143+84.86 8" GV & BOX P -TNH EL. = 808.48 O 8385 H 8.5 LF 6" WATERMAIN%% 66 22 .. 11 797.25805.25 STA. 144+31 OFFSET 8' R STA. 144+37 OFFSET 16.5' R EL=805.20 805.2 SEE TOP LEFT OF PAGE FORCROSSING INFORMATION.SEPARATION AT STORMSEWER CROSSING. G MAINTAIN 2 FT. VERTICAL PVT STA=143+45.70 REPLACE BIT APRON UP TOEXISTING CONCRETEDRIVEWAY UNLESSOTHERWISE DIRECTED BYENGINEER (TYP.) G EL=805.01 8400 L=20'REVISIONS G K=29.11 G PVC STA=143+25.70 PVI EL=805.07 8" DIP PVI STA=143+35.70 (INCIDENTAL). 0 796.64804.87 I 0%% 88 + 143+50) 55 804.9 3 .. STA. 141+66 TO STA. 143+11 4 00 1 143+00 TO 8' R OF C/L G EXTRA DEPTH WATER MAIN FROM P - (STA. 142+50 TO STA. WATER MAIN OFFSETEL=804.73 O TRANSITION FROM 5.5' H 8391PVT STA=142+76.50 ACCESS AT ALL TIMES (INCIDENTAL) CONTRACTOR SHALL UTILIZE A TRENCHBOX WHEN INSTALLING WATER MAINBETWEEN CURB LINES TO PROTECT THEEXISTING CURB AND TO MAINTAIN VEHICLE P - B G U R STORM INV. AT SERVICECROSSING = 797.08(FIELD VERIFY) EL=804.52 P L=20' - O K=21.63 795.39804.42 H PVC STA=142+56.50 G PVI EL=804.67 804.5 PVI STA=142+66.50 8424 TC= 804.07 INV. 797.29 (E) STA= 142+36.394 INV. 797.29 (N) G GROUND EXISTING % 0 810805800795 4 . 803.70 0 %% 4" INSULATION - 3.6 SY 00 G P 0 55 803.7P @ 795.11803.67 -.. 0B- O I U 11I H +R I 101+00 PROPOSED 8" DIP WATER MAIN ____ 2 I s 803.8 4 s 1 STORM INV. AT WATER MAINCROSSING = 797.35(FIELD VERIFY) a 142+00 l TC= 804.078424 113TH ST. S INV. 797.29 (E) FOR PROPOSED P C G - STA= 142+36.39428 O INV. 797.29 (N) GRADING WORK AT P H 8399 ____ SEE GRADING SHEETC DATE R " P 2 EL=803.14 - GO 1 P H 804.08 - B PVT STA=141+64.35 U F____ RBY L 804.1 794.85802.85 7 4" INSULATION - 3.6 SY 9 ____ G NO. 802.9 TC= 802.34 INV. 796.90 (E) 24' F-F TC= 801.00 STA= 141+39.25 3 INV. 796.90 (W) INV. 797.50 (S) STA= 142+36.36 5 , HRC 8399 CES 802.56 REPLACE CONCRETECURB & GUTTER (TYP.) MBG, BSS MBG 0 G 0 802.6P 792.75800.75 - + B 1 I DESIGN TEAM 100+00 U 4 800.7 R 1 GRADING 141+00 SHEET 34) 810805800795 PROPOSED (STA. 141+44 TO STA. 142+50) GROUND (SEE 52 LF 12" RCP Class III @ 0.40%825820815810805800795790 WATER MAIN OFFSET 5.5' R OF C/L DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_2.dwg 2/12/2020 5:48 PM Plot: mgunderson 2/11/2020 4:56 PMSave: 60 feet 133 820815810805800 795790785 0 790.96798.96 0 55 + G 799.2 5 0 P 3 P 159+00 - I 30 8 B - 1 OU 2 HR 7 0 G 0 + 9 152674 5FILE NO. 1 0 L=250' K=86.09 791.52799.52 I PVI EL=797.76 799.7 15 PVI STA=159+62.40 EL=799.70 G PVC STA=158+37.40 I 30 scale G P I 0 792.28800.28 0 D I " + 8 6 800.3 0 3 0 158+00 P 0 - + O 8 H 5 G P%% 1 8 -55 B 1 55 I U .. 5 R 11 1 -- G 20' RAD. PT.STATION=157+42.03 OFFSET=31.50 L STA. 157+45 OFFSET 3.1' R 8" GV & BOX G G 793.06801.06 PLAN & PROFILE I 801.1 P I D " 8 G 0 0 + 7 EL=801.61 I 0 3 8 RIVER ACRES WATERMAIN EXTENSION P 1 PVT STA=157+14.14 9 - 4 7 B. 0 3 0 U + 793.82801.82 7 RR U P0 -B- O P3 HG 0 801.8 0 P+ - O H 157+00 7 5(STA. 158+38 TO STA. 161+38) 25' RAD. PT.STATION=156+75.38OFFSET=36.50 L 1 WATER MAIN OFFSET 8' R OF C/L G G P - O G H I 794.42802.42 8 1 6 P CONSTRUCTIONS LIMITS (TYP.)802.3 3 - G B U G R G MINNESOTA 8 1 7 0 COTTAGE GROVE, 8" GV & BOX P - O H I 794.77802.77 0 0 802.7 + UNDER 6 P 5 -156+00 O 1 H 40913 G STA. 156+73 OFFSET 6.1' R L=275' K=105.93 REPLACE 5' MIN OFDRIVEWAY IN KIND (TYP.) CHAD SETTERHOLM, PELic. No. 27 HP EL=802.89 PVI EL=803.75 - G P 794.89802.89 - O HP STA=155+49.86 13 PVI STA=155+76.64 H I PROFESSIONAL ENGINEER G802.8 G . P P - -G B O 8 U H 1 R 7 P -MINNESOTA O 5 H PP - O -H O 794.77802.77 0 H 0 02/19/2020 + 802.6 5 5 1 155+00 7.5' MINIMUM COVER 8 G 1 9 G G P 0 - O G H G 8 Date: 1 SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT G R U B 9 - P G 0 794.42802.42 802.3 P P - O - EL=802.31 BH U I 8" DIP PVC STA=154+39.14 R STA. 153+92 OFFSET 16.5' RTNH EL. = 804.526" GV & BOX HYDRANT10.6 LF 6" WATERMAIN P - O H G 8 G 2 1 7 G FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 793.90801.90 %% 0www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S 0 55 00 + .. 801.9 4 11 5 154+00 P 1 I 8 8 2 D 2 1 " 1 P 6 8 6 - B AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. U P R -EL=801.54 O 4. 2.3.5.6.7. H 1. PVT STA=153+65.56 NOTES: G STORM SEWER CROSSING PROTECT EXISTING 12" PVC 793.39801.39 G I 801.4 8" GV & BOX> > > ON GRAVEL DRIVEWAY > P G - P > > B - U O CONSTRUCT 5' BIT. APRON R H 793.10801.10 0 > > 0 G + P 801.2 - O 3 H 5 I G 1 153+00 STA. 153+88 OFFSET 5.4' R 8 2 L=150' P -3K=88.53 O H 6 LP EL=801.06 PVI EL=800.76 LP STA=152+73.03 PVI STA=152+90.56 JOINT OF CONCRETE DRIVEWAYAS DIRECTED BY ENGINEER REPLACE 5' MIN. OR TO CLOSEST 793.09801.09 P P - (FIELD VERIFY) O - 801.2 B H U G > 8 R 2> 5 1I G REVISIONS STORM INV. AT WATER G G MAIN CROSSING = 795.89 EL=801.24 PVC STA=152+15.56 0 793.34801.34 0 + 2801.4 %% 5 55 P1 8 152+00 66 )- 2.. O 7 400 H P -- G 6 - B U I R EL=801.54 G FOR G PVT STA=151+70.29 88 - 60 793.65801.65 (STA. 143+50 TO STA. 153+24) 801.7 WATER MAIN OFFSET 8' R OF C/L PROTECT EXISTINGCONCRETE DRIVEWAY L=50' K=132.20 H P-O P - O SEE SHEET SERVICE CONTINUATION(PER DETAIL ON SHEET HYDRANT PADWATER SERVICE CROSSING STORMPVI EL=801.70 SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE HG EL=801.77 PVI STA=151+45.29 P PVC STA=151+20.29 I 8- B G 2 U 6 R 1 P 8 0 - 0O 2 793.82801.82 H 6 + ____ 1 1 5 801.9 1 151+00 P 8 - O 2 2' GRAVEL H 5 ____ 6 DATE P - O H SHOULDER (TYP.) G ____ %% 23' BIT. ROADWAY BY 77 I 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER 22 .. G P 793.96801.96 P - 00 O -- -____ H B NO. P U 802.0 -G O P R H -P O - H O H G P-OH , HRC 8 CES 2 7 MBG, BSS MBG 1 8 0 2 0 G 7 794.09802.09 + 1 DESIGN TEAM 0 5 802.0 1G 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 150+00 P KEYED NOTES - B U R 820815810805800795790785 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_2.dwg 2/12/2020 5:49 PM Plot: mgunderson 2/11/2020 4:56 PMSave: 60 feet 133 56 30 T - B U I R 152674 FILE NO. 0 T - B U R P 15 - B U R P T 30 - scale O- B H 0 U 0 I 8 R + 0 0 2 40' RAD. PT.STATION=166+00.44OFFSET=18.50 R 2 0 4 4 820815810805800 795790785 5 . 20' RAD. PT.STATION=165+86.56OFFSET=63.61 L 0 P 0 00 - B T + + U 803.2 -803.2 G B R 6 6 U6 6 166+00 1 1 R 166+00.54 8" DIP P - B U EL=805.33 T P G R - G -B G O PVI STA=165+66.65 U H R % I6 00+602 00+601 00+006 797.67805.67 PID "80 . PLAN & PROFILE EL=805.72 2 - 805.7 PVI STA=165+47.67 G T - B U R G UB-P R-P RUB RUB-P 00 P-BUR T RUB- RUB-T B-T RU RUB-T+ RUB-TG T RUB- UB-T T-BURR T- BUR 3T-BU% R T-RIVER ACRES WATERMAIN EXTENSION BUR O-P H HO-P2 HO-P 5 4P-OH 6 . 796.93804.93 I 1 4 00 8 . + 804.8 5 5 2 6 +165+00 1 3 G 2 4 EL=804.52 PVT STA=164+75.09 8041 796.15804.15 804.1 20' RAD. PT.I FOR L=50' BIT. ANGLE PT. 8" GV & BOX K=74.92 OFFSET=57.40 R 29 OFFSET=31.50 L PVI EL=804.11 MINNESOTA STATION=165+29.47 EL=803.86 STATION=165+30.25PVI STA=164+50.09 G 40' RAD. PT. PVC STA=164+25.09 COTTAGE GROVE, 8" DIP OFFSET=51.50 R BIT. ANGLE PT. 8041 SEE SHEET% INTERSECTION POINT TABLESTA. 165+01 OFFSET 8' R OFFSET=19.37 R 9 795.61803.61 9 STATION=164+98.47 . 00 0 STATION=165+22.30 + 803.6 EL=803.53 4 6 UNDER 164+00 PVT STA=163+92.08 1 I 40913 L=25' EL=803.24 K=68.39 PVC STA=163+67.08 G GG PVI EL=803.41 CHAD SETTERHOLM, PELic. No. PVI STA=163+79.58 795.01803.01 PROFESSIONAL ENGINEER 803.0 PROTECT EXISTING . CONCRETE DRIVEWAY I MINNESOTA 794.33802.33 G 0 0 02/19/2020 + 802.4 3 6 163+00 1 7.5' MINIMUM COVER P I D Date: " SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 8 8(STA. 163+15 TO STA. 165+56) 0 P WATER MAIN OFFSET 8' R OF C/L 793.66801.66 - 6 O H 3 801.7 G I REPLACE 5' MIN. OF DRIVEWAYIN KIND (TYP.) % 5 3 . 1 0 0 792.98800.98 + www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH ST. S 2 6 801.0 1 162+00 G 23' BIT. ROADWAY I 792.30800.30 800.3 G 2' GRAVEL SHOULDER (TYP.) I 0 0 + 1 6 1 LIMITS (TYP.) STORM SEWER CROSSING PROTECT EXISTING 24" CMP 791.63799.63 CONSTRUCTIONS HYDRANT 799.7 6" GV & BOXEL=799.46 G 161+00 PVT STA=160+87.40 I TNH EL. = 802.07 8.5 LF 6" WATERMAIN 791.03799.03 STA. 161+36 OFFSET 16.5' R 0 799.3 0 G + 0 6 1 I REVISIONS 790.72798.72 798.9 G )160+00 I 7 27 L=250' - K=86.09 13 LP EL=798.67 PVI EL=797.76 LP STA=159+70.91 FOR PVI STA=159+62.40 0 0 88 - + 9 5 60 1 790.69798.69 G 799.0 SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION(FIELD VERIFY) BETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE STORM INV. AT WATER 790.96798.96 MAIN CROSSING = 795.12 ____ 799.2 159+00 ____ 820815810805800795790785 DATE ____ 8" x 6" DIP REDUCER BY 12" x 6" DIP REDUCER12" x 8" DIP REDUCER ____ NO. (STA. 158+38 TO STA. 161+38) WATER MAIN OFFSET 8' R OF C/L FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. 3 , HRC CES MBG, BSS MBG AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALOFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.SEE SHEET OTHERWISE NOTED. DESIGN TEAM 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS 4. 2.3.5.6.7. 1. NOTES: KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres W_113th E_2.dwg 2/12/2020 5:50 PM Plot: mgunderson 2/11/2020 4:56 PMSave: 8401 60 feet 133 57 30 715710705700695690685680 G 8 2 . 152674 0FILE NO. 5 4 6 + 3 0 8 208+40.28 8 H 0O - P 2 15 300 scale STA. 207+78 OFFSET 0' R/LTNH EL. = 698.996" GV & BOX6 LF 6" WATERMAIN (EAST OF REDUCER) HYDRANT 0H O - + P 208+00 8 0 2 P-OH G 27 G H - 688.30 O G - P RH 13 U O 696.4 - BR - P U T B - P 7 2 3 8 R PLAN & PROFILE I U B - T EL=696.39 688.41696.41 G 0 PVI STA=207+01.89 0 696.4 +R 7U 207+00 H 0 B G OG - 2 - T P RIVER ACRES WATERMAIN EXTENSION R U B - P %% 44 R 88 I U.. B 00 - -- T 688.83696.83 696.8 H G O - P R EL=696.99EL=696.99 U B -H PVT STA=206+30.16PVT STA=206+30.16 T O - P R U H R B FOR PROPOSED STORM SEWER STRUCTURE SCHEDULE. O -- 689.13697.13 U I P 3 P MINNESOTA B 0 - CONSTRUCTION LIMITS (TYP.) 0 T PROTECT EXISTING 24" NORTHERNNATURAL GAS MAIN CROSSINGL=50'L=50' 696.9 + K=37.35K=37.35 6 206+00 0 HP EL=697.13HP EL=697.13 2 PVI EL=697.20PVI EL=697.20 COTTAGE GROVE, G EL=697.08EL=697.08 HP STA=205+98.83HP STA=205+98.83 PVI STA=206+05.16PVI STA=206+05.16 R PVC STA=205+80.16PVC STA=205+80.16 U AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.ALL ROADWAY DIMENSIONS ARE TO PROPOSED BITUMINOUS EDGE UNLESS OFFSETS OR HYDRANT EXTENSIONS AS NEEDED.CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS PARTOF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, ETC.SEE SHEET OTHERWISE NOTED. HYDRANT LEADS TO BE 7.5 FT DEEP TO TOP OF PIPE. UTILIZE VERTICALUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLNEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPE INSTALLATION. B - T H O -4. 2.3.5.6.7. 1. UNDER P NOTES: H O -40913 688.93696.93 P R U696.8 I R B 24" U - 4" 2 B TG - P G CHAD SETTERHOLM, PELic. No. G R U PROFESSIONAL ENGINEER B - T H . 688.68696.68 O - 0 %% P 0 00 696.5 + 55 .. R 5 205+00 00 0 U I 2 B MINNESOTA - T R U B - ) UNDER NORTHERN P (MATCH EXISTING) 02/19/2020 4 GG 11' GRAVEL ROADWAY R U STA. 204+00 TO STA. 207+00 NATURAL GAS MAIN LINE. B - 688.43696.43 HORIZONTAL SEPARATION. T 696.1 H MAINTAIN 3' OF VERTICAL AND O - Date: P WATER MAIN OFFSET PER DETAIL SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF (SEE SHEET I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1 R 9 G U 2 P I B I8 - D T " EL=696.26EL=696.26 8 PVT STA=204+16.86PVT STA=204+16.86 R U B - 688.23696.23 G P 0 0 696.3 + 4 204+00 0 2 HP-OH P-OH L=50'L=50' O K=25.80K=25.80 - R P P-BUR P-BUR ) U LP EL=696.23LP EL=696.23 PVI EL=696.14PVI EL=696.14 7 B -www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 EL=696.50EL=696.50 I T LP STA=204+03.96LP STA=204+03.96 PVI STA=203+91.86PVI STA=203+91.86 PVC STA=203+66.86PVC STA=203+66.86 FOR 688.74696.74 88 R - 7.5' MINIMUM COVER UR696.8 G G%% G B 60 U 44 - B 44 T - .. 5 P 11 8 RIVER ACRES ROAD -- 2 8 STA. 203+37 OFFSET 11.4' LTNH EL. = 700.686" GV & BOX HYDRANT11.5 LF 6" WATERMAIN H EL=697.19EL=697.19 O R - U P PVT STA=203+18.96PVT STA=203+18.96 B SEE SHEET SERVICE CONTINUATIONHYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSINGS AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.- 12" x 12" DIP SLEEVE T I 689.40697.40 0 0 697.4 + 3R 203+00 G 0 U 2 B - T R U B L=75'L=75' - K=28.62K=28.62 P HP EL=697.48HP EL=697.48 H PVI EL=697.72PVI EL=697.72 R O U - HP STA=202+77.80HP STA=202+77.80 PVI STA=202+81.46PVI STA=202+81.46 B P - 689.35697.35 T I EL=697.28EL=697.28 697.3 8" x 6" DIP REDUCER 12" x 6" DIP REDUCER12" x 8" DIP REDUCER PVC STA=202+43.96PVC STA=202+43.96 G R 1 8 U 2 B%% - 8 88 T 11 .. 11 8" DIP R U B R- P EL=696.87EL=696.87 G U G B PVT STA=202+09.03PVT STA=202+09.03 - 688.77696.77 P H 0R U OB - PREVISIONS 0- 696.9 P + I 2 202+00 0 2 R U 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 6" DIP TEE12" x 8" DIP TEE12" x 12" DIP CROSS B - G G G T KEYED NOTES R 688.66696.66 U L=100'L=100' B - K=35.33K=35.33 R 696.8 T U H LP EL=696.62LP EL=696.62 B PVI EL=696.28PVI EL=696.28 - O - P 9 I LP STA=201+67.26LP STA=201+67.26 PVI STA=201+59.03PVI STA=201+59.03 P 7 2 R 8 U B - G T G EL=697.10EL=697.10 H O -PVC STA=201+09.03PVC STA=201+09.03 P 689.25697.25 0 0 R R U B - P +U 697.4 H 1BO - P - 0 FOR RAILROAD 2T 201+00 51 R U B- P %% I 55(INCIDENTAL) 66 .. TO 7.5' BURY DEPTH.THE VALVE. INSTALL 8" GV & BOXONCE WATER MAIN ISPAVE UP TO 5' PAST11 R -- U ____ B - G STATION=200+19.57OFFSET=17.39 R BIT. TANGENT PT. T EXTRA DEPTH WATER MAIN. EL=698.00EL=698.00 20' RAD. PT. SEE SHEET CROSSING INTERSECTIONSTATION=200+51.91OFFSET=27.84 L POINT TABLE 690.09698.09 TRANSITION TO 7.5' MINIMUM COVER PVT STA=200+54.28PVT STA=200+54.28 (MATCH EXISTING) ____ 14' GRAVEL ROADWAY 698.3 DATE -BURT-BUR -BURT T-BURT STA. 200+50 TO STA. 204+00 20' RAD. PT.STATION=200+27.23OFFSET=35.35 R L=25'L=25' I EL=699.06EL=699.06 K=4.84K=4.84 ____ BY PVC STA=200+29.28PVC STA=200+29.28 %% PVI EL=698.21PVI EL=698.2111 G 88 .. ____ PVI STA=200+41.78PVI STA=200+41.7866 NO. -- 0%% G 0 00 I 00+521 99 + I 00+421 688.44..700.18 I 0 11 I-- 0 0 0 6" DIP+ 2 3 2 1700.2 , HRC 200+00 G G G CES G MBG, BSS MBG EL=699.84 715710705700695690685680 EL=700.18 DESIGN TEAM G PVI STA=200+17.88 PVI STA=200+00.00 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WM-River Acres Rd. E.dwg 2/12/2020 5:51 PM Plot: mgunderson 2/11/2020 1:20 PMSave: 133 58 152674 FILE NO. ARE TWO DIMENSIONAL ESTIMATES BASEDOFF OF PLAN SERVICE LOCATIONS AND MAYVARY IN FIELD. CONTRACTOR ISTABLE DUE TO CONTINGENCY FACTORS. LENGTH OF SERVICE PIPES SHOWN IN TABLERESPONSIBLE FOR VERIFYING ALL PIPELENGTHS NEEDED.ENGINEERS ESTIMATE MAY NOT DIRECTLYREFLECT PIPE LENGTHS SHOWN IN ABOVE 2. 1. NOTE: WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION NOTES MINNESOTA NO CONNECTION TO HOUSE ACCESS OFF OF 113TH STREET S COTTAGE GROVE, XXXXX 2 INCH UNDER 40913 XXXXXXXXXXXXXX CHAD SETTERHOLM, PELic. No. 1.5 INCH PROFESSIONAL ENGINEER . XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WATER METER SIZE 1 INCH MINNESOTA 02/19/2020 3/4 INCH Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT NONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONO Home Pressure Reducing Valve (PRV) 513239 (FEET) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 4" HDPE, DR 9 74 705205280690763 (FEET) WATER SERVICE TABULATION2" HDPE, DR 9 85535952375598687793 WATER SERVICE PIPE 591451241 225252101203317278292278423249389395556609425473296264683625266 115163100117110168174182186152145145155125124132105 (CURB STOP TO HOUSE)(FEET) 1.5" HDPE, DR 9 (FEET) 1" HDPE, DR 9 2420 4" DIP, CL 52 (FEET) REVISIONS 202541203420 (FEET) Type K 2" Copper, 2120202033302335303520202040204039402020444055414020404020202828202820313120292027202222332758 172424 167 (FEET) Type K WATER SERVICE PIPE (MAIN TO CURB STOP) 1.5" Copper, 20 (FEET) Type K 1" Copper, 888786858484777777787883787878787979797979808481818281828282727172717172717173737375757375737070746974697674697575686868 SEE SHEET NUMBER DATE BY NO. Address 8234 110th St S8268 110th St S8275 110th St S8300 110th St S8451 110th St S8465 110th St S8000 113th St S8041 113th St S8063 113th St S 7521 110th St S7624 110th St S7645 110th St S7682 110th St S7699 110th St S7700 110th St S7751 110th St S7797 110th St S7800 110th St S7810 110th St S7830 110th St S7891 110th St S7900 110th St S7901 110th St S7961 110th St S7979 110th St S7992 110th St S7510 113th St S7625 113th St S7630 113th St S7635 113th St S7641 113th St S7650 113th St S7653 113th St S7675 113th St S7706 113th St S7748 113th St S7750 113th St S7755 113th St S7777 113th St S7780 113th St S7801 113th St S7810 113th St S7825 113th St S7873 113th St S7890 113th St S7893 113th St S7900 113th St S7903 113th St S7965 110th St S7980 113th St S7985 113th St S7998 113th St S 10350 Ideal Ave S10500 Ideal Ave S10600 Ideal Ave S10760 Ideal Ave S10870 Ideal Ave S10876 Ideal Ave S 8011 113th St Ct S , HRC CES Lot East of 8451 - 6" Stub MBG, BSS MBG DESIGN TEAM 23456789 1 101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960 NO. DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674SERVTAB.dwg 2/12/2020 5:51 PM Plot: hcunningham 2/12/2020 5:36 PMSave: 133 59 152674 FILE NO. SERVICE LOCATIONS AND MAY VARY IN FIELD.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLCONTINGENCY FACTORS. LENGTH OF SERVICE PIPES SHOWN IN TABLE ARE TWODIMENSIONAL ESTIMATES BASED OFF OF PLANPIPE LENGTHS NEEDED.ENGINEERS ESTIMATE MAY NOT DIRECTLY REFLECTPIPE LENGTHS SHOWN IN ABOVE TABLE DUE TO 2. 1. NOTE: WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION NOTES MINNESOTA COTTAGE GROVE, UNDER 5 2 INCH 40913 CHAD SETTERHOLM, PELic. No. 14 1.5 INCH PROFESSIONAL ENGINEER . XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 72 WATER METER SIZE 1 INCH MINNESOTA 02/19/2020 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 3/4 INCH Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 31 NONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONONO YESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYES Home Pressure Reducing Valve (PRV) 752 (FEET) 4" HDPE, DR 9 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 2717 (FEET) 2" HDPE, DR 9 WATER SERVICE TABULATION 579272597497736976936657354364 211121111 WATER SERVICE PIPE 208209208196277158136113113115104113154137118132 (CURB STOP TO HOUSE) 15918 9 (FEET) 1.5" HDPE, DR 2181 5235942939 371141251 213189162107149136228185140132128144212235233145162175129108262 4688 (FEET) 1" HDPE, DR 9 44 CL 52 (FEET) 4" DIP, 160 (FEET) Type K 2" Copper, REVISIONS 404042 34353839282128342724272628303125263120322625262830303627233429 1.5" 2622 (FEET) Type K WATER SERVICE PIPECopper, (MAIN TO CURB STOP) 354246422121212533324143254141253125 30302934343429272830283476 1053 (FEET) Type K 1" Copper, 6868686868686767676767676767666766666666666666666666666565666565656565656464646460606060616161616161616162626262626262626263636363 SEE SHEET NUMBER Address TOTAL 8170 113th St S8175 113th St S8190 113th St S8216 113th St S8217 113th St S8236 113th St S8246 113th St S8251 113th St S8256 113th St S8261 113th St S8271 113th St S8285 113th St S8286 113th St S8300 113th St S8301 113th St S8322 113th St S8323 113th St S8365 113th St S8366 113th St S8385 113th St S8388 113th St S8391 113th St S8399 113th St S8400 113th St S8424 113th St S8462 113th St S8278 115th St S8300 115th St S8404 115th St S8412 115th St S 8049 113th St Ct S8075 113th St Ct S8101 113th St Ct S8127 113th St Ct S8151 113th St Ct S8163 113th St Ct S 11301 Inman Ave S11325 Inman Ave S11340 Inman Ave S11343 Inman Ave S 7981 River Acres Rd7987 River Acres Rd7993 River Acres Rd7995 River Acres Rd8001 River Acres Rd8003 River Acres Rd8005 River Acres Rd8035 River Acres Rd8039 River Acres Rd8077 River Acres Rd8151 River Acres Rd8171 River Acres Rd8211 River Acres Rd8222 River Acres Rd8232 River Acres Rd8235 River Acres Rd8251 River Acres Rd8275 River Acres Rd8279 River Acres Rd8281 River Acres Rd8285 River Acres Rd8291 River Acres Rd8327 River Acres Rd8365 River Acres Rd8401 River Acres Rd DATE 616263646566676869707172737475767778798081828384858687888990919293949596979899 BY 101103105111113115121123125 NO.100102104106107108109110112114116117118119120122124 NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674SERVTAB.dwg 2/12/2020 5:51 PM Plot: hcunningham 2/12/2020 5:36 PMSave: 133 60 60 feet 152674 30 FILE NO. 0 15 30 scale 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION CONSTRUCTIONLIMITS (TYP.) MINNESOTA 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DRILLINGPIT (TYP.) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:52 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 61 60 feet 152674 30 FILE NO. 0 15 30 scale 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED CONSTRUCTIONLIMITS (TYP) WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED MINNESOTA COTTAGE GROVE, UNDER 40913 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . DRILLINGPIT (TYP.) MINNESOTA 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 02/19/2020 IN FLOOR HEAT Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED FOR LANDSCAPING DETAILS 111 - 89 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DATE BY NO. 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:53 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 60 feet 133 62 30 152674 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 UNDER 40913 CHAD SETTERHOLM, PELic. No. FOR LANDSCAPING DETAILS PROFESSIONAL ENGINEER 111 - 89 . MINNESOTA PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 02/19/2020 DRILLING PIT (TYP.) KEYED NOTES Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED REVISIONS 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 CONSTRUCTIONLIMITS (TYP.) DATE BY 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 NO. , HRC CES MBG, BSS MBG DESIGN TEAM 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:53 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 63 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 DRILLINGPIT (TYP.) CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED FOR LANDSCAPING DETAILS 111 - 89 CONSTRUCTION LIMITS (TYP.) PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:54 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 64 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 MINNESOTA COTTAGE GROVE, UNDER 40913 FOR LANDSCAPING DETAILS CHAD SETTERHOLM, PELic. No. 111 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED - 89 PROFESSIONAL ENGINEER . PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIO SEE SHEETS MINNESOTA KEYED NOTES 02/19/2020 Date: CONSTRUCTION LIMITS (TYP.) SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DRILLINGPIT (TYP.) REVISIONS 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 WELL LOCATED ATVEHICLE ACCESS BACK OF HOUSE. NO DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:54 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 65 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLING PIT (TYP.) MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER LIMITS (TYP.) . CONSTRUCTION MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 REVISIONS DATE FOR LANDSCAPING DETAILS 111 - BY 89 NO. PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIO SEE SHEETS , HRC CES KEYED NOTES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:54 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 66 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA CONSTRUCTIONLIMITS (TYP.) 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER *EXISTING WELLSHALL BE FIELD LOCATED 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WELL NEAR CONCRETE PATIO 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIO SEE SHEETS KEYED NOTES 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:55 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 67 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WATERMAIN SERVICE PLAN 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA 02/19/2020 DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER FOR LANDSCAPING DETAILS 111 - 89 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER REVISIONS CONSTRUCTION LIMITS (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:55 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 68 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER FOR LANDSCAPING DETAILS 111 - 89 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES CONSTRUCTION LIMITS (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLING PIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE REPLACEMENT BOARD REMOVAL & BY NO. UNDER DECK. REQUIRES , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV.dwg 2/12/2020 5:56 PM Plot: mgunderson 2/11/2020 4:07 PMSave: 133 69 60 feet 152674 30 FILE NO. FOR LANDSCAPING DETAILS 111 - 0 89 15 30 scale PROPOSED CURB BOX IN DRIVE REMOVE TREE EXISTING WELL IN PATIOSERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS KEYED NOTES WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 CONSTRUCTION LIMITS (TYP.) CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLINGPIT (TYP.) REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:57 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 133 70 152674 FILE NO. WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT CONSTRUCTIONLIMITS (TYP.) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 60 feet 30 DATE BY FOR LANDSCAPING DETAILS 111 0NO. - 89 15 , HRC CES 30 scale MBG, BSS MBG PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO DESIGN TEAM KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:57 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 60 feet 133 71 30 152674 FILE NO. 0 15 30 scale CONSTRUCTION LIMITS (TYP.) WATERMAIN SERVICE PLAN 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 DRIVE FOR LANDSCAPING DETAILS 111 - 89 NEAR EXISTING PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:58 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 133 72 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 CONSTRUCTIONLIMITS (TYP.) Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER FOR LANDSCAPING DETAILS 111 - 89 REVISIONS PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES DATE 2" COPPER, TYPE K2" HDPE, DR 9 1.5" WATER METER BY DRILLINGPIT (TYP.) NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:58 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 133 73 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER IN BIT. DRIVE EXISTING WELL FOR LANDSCAPING DETAILS 111 - 89 LIMITS (TYP.) PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS CONSTRUCTION KEYED NOTES REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE BY NO. 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:58 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 133 74 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER UNDER 40913 CHAD SETTERHOLM, PELic. No. WELL IN WELL HOUSE PROTECT EXISTING IRRIGATION PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT CONSTRUCTIONLIMITS (TYP.) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 2" COPPER, TYPE K2" HDPE, DR 9 1.5" WATER METER DRILLINGPIT (TYP.) REVISIONS FOR LANDSCAPING DETAILS 111 - 89 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES DATE BY NO. 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-113th.dwg 2/12/2020 5:59 PM Plot: mgunderson 2/11/2020 4:09 PMSave: 133 75 152674 FILE NO. 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER COTTAGE GROVE, UNDER 40913 DRILLING PIT (TYP.) CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 CONSTRUCTIONLIMITS (TYP.) REVISIONS 60 feet DATE 30 BY FOR LANDSCAPING DETAILS NO. 111 - 0 89 , HRC 15 CES MBG, BSS MBG 30 scale PROPOSED CURB BOX IN DRIVE REMOVE TREE DESIGN TEAM SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- LONG.dwg 2/12/2020 6:00 PM Plot: mgunderson 2/11/2020 4:18 PMSave: 133 76 60 feet 152674 30 FILE NO. 0 LIMITS (TYP.) CONSTRUCTION 15 30 scale WATERMAIN SERVICE PLAN 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER RIVER ACRES WATERMAIN EXTENSION DRILLING PIT (TYP.) MINNESOTA COTTAGE GROVE, UNDER 40913 FOR LANDSCAPING DETAILS 111 - 89 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER 2" COPPER, TYPE K2" HDPE, DR 9 1.5" WATER METER . PROPOSED CURB BOX IN DRIVE REMOVE TREE EXISTING WELL IN PATIOSERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS KEYED NOTES MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- LONG.dwg 2/12/2020 6:01 PM Plot: mgunderson 2/11/2020 4:18 PMSave: 133 77 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . LIMITS (TYP.) CONSTRUCTION MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER FOR LANDSCAPING DETAILS 111 - 89 DRILLING PIT (TYP.) PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:02 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 133 78 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA LIMITS (TYP.) CONSTRUCTION 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - DRILLINGPIT (TYP.) 89 2" COPPER, TYPE K2" HDPE, DR 92" WATER METER PROPOSED CURB BOX IN DRIVE REMOVE TREE EXISTING WELL IN PATIOSERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS KEYED NOTES REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:02 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 133 79 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION LIMITS (TYP.) CONSTRUCTION 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER MINNESOTA COTTAGE GROVE, *EXISTING WELLSHALL BE FIELD LOCATED UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:03 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 133 80 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER LIMITS (TYP.) CONSTRUCTION REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:03 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 133 81 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION 2" COPPER, TYPE K2" HDPE, DR 9 1.5" WATER METER MINNESOTA COTTAGE GROVE, UNDER 40913 LIMITS (TYP.) CHAD SETTERHOLM, PELic. No. CONSTRUCTION PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT LAMP POST PROTECT EXISTING www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 4" DIP, CL 524" HDPE, DR 92" WATER METER DRILLING PIT (TYP.) 4" GV & BOX FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES REVISIONS 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:04 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 133 82 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . CONSTRUCTIONLIMITS (TYP.) MINNESOTA 02/19/2020 1" COPPER, TYPE K1" WATER METER Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES REVISIONS DATE DRILLINGPIT (TYP.) BY NO. , HRC 2" COPPER, TYPE K2" HDPE, DR 92" WATER METER CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV-110th.dwg 2/12/2020 6:04 PM Plot: mgunderson 2/11/2020 4:14 PMSave: 60 feet 133 83 30 152674 FILE NO. 0 15 30 scale LIMITS (TYP.) WATERMAIN SERVICE PLAN CONSTRUCTION RIVER ACRES WATERMAIN EXTENSION MINNESOTA DRILLING PIT (TYP.) COTTAGE GROVE, UNDER FOR LANDSCAPING DETAILS 40913 111 - 89 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO . KEYED NOTES MINNESOTA 02/19/2020 2" COPPER, TYPE K2" HDPE, DR 92" WATER METER Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- LONG.dwg 2/12/2020 6:06 PM Plot: mgunderson 2/11/2020 4:18 PMSave: 133 84 60 feet 152674 30 FILE NO. 0 15 30 scale 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER DRILLING PIT (TYP.) WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES REVISIONS LIMITS (TYP.) CONSTRUCTION LOCATED SHALL BE FIELD *EXISTING WELL DATE 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- Ideal.dwg 2/12/2020 6:07 PM Plot: mgunderson 2/11/2020 4:17 PMSave: 133 85 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. DRILLINGPIT (TYP.) PROFESSIONAL ENGINEER 1.5" COPPER, TYPE K1.5" HDPE, DR 91" WATER METER. MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 CONSTRUCTIONLIMITS (TYP.) PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS EXISTING WELL IN PATIO KEYED NOTES REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- Ideal.dwg 2/12/2020 6:08 PM Plot: mgunderson 2/11/2020 4:17 PMSave: 133 86 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE EXISTING WELL IN PATIOSERVICE ENTERS THROUGH EXTERIOR WALLSEE SHEETS KEYED NOTES MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 CONSTRUCTIONLIMITS (TYP.) *EXISTINGWELL SHALL BE FIELD LOCATED DRILLINGPIT (TYP.) 4" DIP, CL 524" HDPE, DR 9 2" WATER METER 4" GV & BOX REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- Ideal.dwg 2/12/2020 6:08 PM Plot: mgunderson 2/11/2020 4:17 PMSave: 133 87 60 feet 152674 30 FILE NO. 0 15 30 scale LOCATION OF2ND SERVICE WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 2" COPPER, TYPE K2" HDPE, DR 92" WATER METER CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT CONSTRUCTION LIMITS (TYP.) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- Ideal.dwg 2/12/2020 6:09 PM Plot: mgunderson 2/11/2020 4:17 PMSave: 133 88 60 feet 152674 30 FILE NO. 0 15 30 scale WATERMAIN SERVICE PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, DRILLINGPIT (TYP.) UNDER 40913 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: LIMITS (TYP.) SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT CONSTRUCTION www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 FOR LANDSCAPING DETAILS 111 - 89 PROPOSED CURB BOX IN DRIVE REMOVE TREE SERVICE ENTERS THROUGH EXTERIOR WALL EXISTING WELL IN PATIOSEE SHEETS KEYED NOTES REVISIONS DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674WATSERV- Ideal.dwg 2/12/2020 6:09 PM Plot: mgunderson 2/11/2020 4:17 PMSave: 133 89 152674 FILE NO. WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION LANDSCAPING NOTES MINNESOTA COTTAGE GROVE, WIRE FENCEWELL IN STAMPED CONC. PATIO, SURROUNDED BY CLAY PIPEWELL LOCATED IN CONC. STRUCTURE, POTTED PLANT ON TOP OF STRUCTUREWELL UNDER WOODEN BOX, CONC. POT ON TOP OF WOODEN BOX ROCK. BUSH, NEAR WOOD RAMP TURF, PLANTSON CONCRETE PATIO/ ENCLOSED BY WOOD FENCETREES, BUSHESTURF, RIVER ROCKBUSHESLARGE PILE OF ROCKSGRANITE ROCK, PLASTIC EDGINGLAWN ORNAMENTS, ORNAMENTAL DRINKING WELLCONC. PAVERS, PLANTSTURF, WELL LOCATED UNDER FAKE ROCK2 CURB STOPS IN ONE DRIVEWAYTURF, NEAR CURB STOP PLANTS, NEAR TREESRIVER ROCK, CONC. PAVERS, BUSHES, NEAR CONC. WALKRIVER ROCK, PLASTIC PAVERS, PLANTS, NEAR FENCEIN ASPHALT PATIONEAR CONC. PAVERSPLANTS, ROCKS, RIVER ROCK, PLASTIC EDGINGPLANTS, NEAR TREE LINEPLANTSINSIDE CONC. STRUCTUREINSIDE CONC. STRUCTURE, PLANTSUNDER PINE TREENEAR RETAINING WALLNEAR PINE TREEPLANTS, ROCKS, ROCK PAVER, CONC. WALKNEAR LAWN HYDRANTPLANTS, ROCKS, BIRD BATH, BIRD FEEDERIN ASPHALT DRIVENEAR CONC. WALKNEAR TREE, 3 CURB STOPS IN DRIVEWAYNEAR CONC. PAVERSPLANTS, NEAR WOOD PATIOPLANTS, NEAR HOUSEUNDER FRONT STAIRSUNDER WOOD PORCH, RIVER ROCKPLASTIC EDGING, LAWN ORNAMENTS, MULCH, NEAR CONC. WALKPLANTS, CONC. PAVERSPLANTS UNDER 40913 XXXXXXXXXXXXXXXXXXXXXXXXX WELL AROUND LANDSCAPING CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER XXXXXXXXX IN . CURB BOX DRIVEWAY PROPOSED XXXXXXXXXXXXXXXXXXXXXXXXXX MINNESOTA TURF 02/19/2020 XXXX WELL IN Date: PATIO/PORCH SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT XXXXXXXXX WELL INHOUSE/ WELL HOUSE WELL LANDSCAPE TABULATION www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 WELL/ SERVICE DETAILS TWO WELLS ON PROPERTYTWO WELLS ON PROPERTYTWO WELLS ON PROPERTY, PROTECT EXISTING IRRIGATION WELL REVISIONS 98999999 969797979898101101103103 9192929292939393939394949495959595959696 106107107108108110106107110110 9999104 9999100100100100100101102 99103103104104105106106 IMAGE SEE SHEET NUMBER FOR 798180018151817182118251828182918401764178018041 822282328412 798779937993799580038005803580398077823582758279828583278365827883008404751076257630763576507653767577067748775077557777778078107825787378907893790079037980798579988000806381708175 11301 113251134011343 HOUSE ADDRESS ROAD STREET RIVER ACRES 115TH STREET S113TH STREET S INMAN AVENUE S 2345789 16 1112131516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364 1014 NO. DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\WELL LANDSCAPE TABLE.dwg 2/12/2020 6:09 PM Plot: mgunderson 2/12/2020 3:36 PMSave: 133 90 152674 FILE NO. WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION LANDSCAPING NOTES MINNESOTA COTTAGE GROVE, UNDER WELL LOCATED UNDER CONC. PATIOWELL LOCATED IN CONC. PATIO, CONC. PLANTER NEAR WELLWell pit located under deckWELL LOCATED IN ORNAMENTAL DRINKING WELL, CONC. PAVERS, POTTED PLANTWELL LOCATED IN CONC. PATIO, BUSHESWELL IN CONC. STEPSWELL UNDER CONC. STEPWELL UNDER PLASTIC BARREL NEAR RETAINING WALLWELL UNDER CONC POURED PATIO W/ ACCESS HOLE ROSE BUSHESBEHIND GARDEN FENCE, PLANTS, MULCHNEAR GUTTER DRAIN SPOUTFLOWER PLANTERROCKS,, PLANTS, LAWN ORNAMENTS, NEAR WOOD PORCHPLANTS, BUSHES, CONC. PAVERSNEAR HOUSENEAR CONC. STEPS, NEAR RIVER ROCKLOCATION AND LANDSCAPING OF WELL TO BE FIELD VERIFIEDRIVER ROCK, PLANTS, BUSHES, LARGE ROCK, PLASTIC LINERRIVER ROCK, BUSHES, LIGHT POST, LARGE ROCK, CONC. PAVERSPLANTSNEAR DRAIN SPOUT, NEAR CONC. PATIOBUSHES, GRANITE ROCK, CONC. PAVERSUNDER GARAGELAWN ORNAMENTS, PLANTSUNDER METAL ORNAMENTAL WIND MILLPLANTS, ORNAMENTAL WIND MILLPLANTS, BUSH, MULCHBUSHESBUSH, LANDSCAPE ROCK, EAGLE STATUE ON TOP OF WELLLOCATION AND LANDSCAPING OF WELL TO BE FIELD VERIFIEDPLANTS, NEAR TREES, HOMEOWNER HAS ACCESS OFF 113TH ST. AND 110TH ST.PLANTS, BUSHES, NEAR HOUSEORNAMENTAL DRINKING WELLLAWN ORNAMENTSORNAMENTAL LIGHTHOUSE/ LAMP POSTBUSHES, MULCH, NEAR HOUSEREFLECTIVE LAWN FLAG AT WELLORANGE CONE NEAR WELLLONG GRASS, ORANGE CONE NEAR WELLNEAR ELECTRICAL PEDISTALLOCATION AND LANDSCAPING OF WELL TO BE FIELD VERIFIED5 GALLON BUCKET OVER WELLLOCATION AND LANDSCAPING OF WELL TO BE FIELD VERIFIED 40913 XXXXXXXXXXXXXXXXXXXXXXX 44 WELL CHAD SETTERHOLM, PELic. No. AROUND LANDSCAPING PROFESSIONAL ENGINEER . XX IN11 CURB BOX DRIVEWAY PROPOSED MINNESOTA XXXXXXXXXXXXXXXXXXXXXXXXXX 51 02/19/2020 TURF Date: 5 XX SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT WELL IN PATIO/PORCH XXXXXXXX 15 HOUSE WELL IN HOUSE/ WELL www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 WELL LANDSCAPE TABULATION TOTAL WELL/ SERVICE DETAILS REVISIONS 9298 92939494949596969697979798989899919191919191 104105106107110110111 111100101101102102102102 109109109109110 103103104104104105105105105106107107108108108108109109 IMAGE SEE SHEET NUMBER FOR 82518261827183018391801181018151752177517891790179618451 819082168217823682468256828582868300832283238365836683858388839984008424846280498075812781637624768276997700779778007810783079007979799282348268827583008465 76457965 103501050010600107601087010876 LOT EAST 8451 HOUSE ADDRESS STREET COURT S 113TH STREET 113TH STREET S110TH STREET SIDEAL AVENUE S 6566676869707172737475767778798081828384858687888990919293949596979899 101102103105106107108109111112113115116117118119121122123125126 NO.100104110114120124 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\WELL LANDSCAPE TABLE.dwg 2/12/2020 6:09 PM Plot: mgunderson 2/12/2020 3:36 PMSave: 133 91 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND1.dwg 2/12/2020 6:10 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 92 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND1.dwg 2/12/2020 6:10 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 93 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND1.dwg 2/12/2020 6:10 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 94 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND2.dwg 2/12/2020 6:10 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 95 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND2.dwg 2/12/2020 6:11 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 96 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND2.dwg 2/12/2020 6:11 PM Plot: mgunderson 2/11/2020 4:20 PMSave: 133 97 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND3.dwg 2/12/2020 6:11 PM Plot: mgunderson 2/11/2020 4:21 PMSave: 133 98 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND3.dwg 2/12/2020 6:11 PM Plot: mgunderson 2/11/2020 4:21 PMSave: 133 99 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND3.dwg 2/12/2020 6:11 PM Plot: mgunderson 2/11/2020 4:21 PMSave: 133 100 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND4.dwg 2/12/2020 6:12 PM Plot: mgunderson 2/11/2020 4:22 PMSave: 133 101 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND4.dwg 2/12/2020 6:12 PM Plot: mgunderson 2/11/2020 4:22 PMSave: 133 102 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND4.dwg 2/12/2020 6:12 PM Plot: mgunderson 2/11/2020 4:22 PMSave: 133 103 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND5.dwg 2/12/2020 6:13 PM Plot: mgunderson 2/11/2020 4:26 PMSave: 133 104 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND5.dwg 2/12/2020 6:13 PM Plot: mgunderson 2/11/2020 4:26 PMSave: 133 105 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND5.dwg 2/12/2020 6:13 PM Plot: mgunderson 2/11/2020 4:26 PMSave: 133 106 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND6.dwg 2/12/2020 6:13 PM Plot: mgunderson 2/11/2020 4:27 PMSave: 133 107 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND6.dwg 2/12/2020 6:13 PM Plot: mgunderson 2/11/2020 4:27 PMSave: 133 108 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND6.dwg 2/12/2020 6:14 PM Plot: mgunderson 2/11/2020 4:27 PMSave: 133 109 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND7.dwg 2/12/2020 6:14 PM Plot: mgunderson 2/11/2020 4:27 PMSave: 133 110 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND7.dwg 2/12/2020 6:14 PM Plot: mgunderson 2/11/2020 4:27 PMSave: 133 111 WELL LANDSCAPE DETAILS RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\well landscape sheets\\CG152674WELLLAND7.dwg 2/12/2020 6:14 PM Plot: mgunderson 2/11/2020 4:27 PMSave: T 60 -P-OH feet 60B feet U 133 R 0 0 G G 00 + + R8 112 1 U 6 B - 609 T T -30 B 30 U R 152674 R FILE NO. 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G H R H O U -O CONSTRUCTION LIMITS (TYP.)- B PG - P T MINNESOTA 0 1 0 R 0 U 1+ B 8 5 -R 0 PU 0 02/19/2020 1 0 B R - + TU 4B - 0 P 3 G GR H UDate: H O SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF BI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT - O - - P T P R R U U B B- - T P R U B - P G R 7 G U 0 8 H B0 H 9 - O -+ 5 O T 7 - P 7 4 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 P 0 0 G G 0 1 8 0 + RIVER ACRES RD. 3 0 R 113TH ST. CT. S 3 U B - RT G U B 3 H O-P - G 6 P 0 8 R R GU B- P U G 3 B H H- O P- O 6 - T P 0 UR P-B 8 R -BU P R UH G B O - - TR H P H U O O -- RB P0 - U H P R B0 O-P - P U P+ B -3 0 P 0R 1 0 UG +B G 9 - 2 4 T 0 0 3 8 R U B H - O T - H P O - R P U H G B O - - PP R G U G B - G T REVISIONS 0 0 R + U H B2 0- 0O 1 0 - P 1 1 4 H P + 4 0 O 1 0 - 8 0 8 P 3 R G U B - P ROW (TYP.) 1 1 0 8 R U B H - O P 1 - P 8 9 7 G 0 0 + 1 0 00 P-OH 1 OH P- + -OH P H0 P-O R -BU 0T BUR T-UR P-B UR3 T-B UR T-B R -BU URP T-B R -BU P DATE BY NO. , HRC CES MBG, BSS 0MBG 0 + 0 DESIGN TEAM 0 1 CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674EC2.dwg 2/12/2020 6:20 PM Plot: mgunderson 2/11/2020 4:30 PMSave: 60 feet 60 feet 133 122 30 30 152674 FILE NO. 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G 0 0 R G R+U G U1B - 2 B T - 1 T MINNESOTA H 8235 O - P R R R U 02/19/2020 U UB H -B B- T -O R P - T U P B G - G P G 0 R U B 0- V T + R Date: 3 U 1SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT B 1 - T R RU U B - PB - T R U 8035 B G -H R 0 T0 O U - +B P- R 0 RG P H G U 2 U G 1O B B-- - ROW (TYP.) T P P R U B - T www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 H H R O -O P- P U B - CONSTRUCTION LIMITS (TYP.) G T G 0 0 + 2 R R 8211 1 U 1 82228222 GU G H R B B H G G- - UO O RT- P - B -P U P T B - T R U 8005 0 R B 0- U RT RIVER ACRES RD.RIVER ACRES RD. + B R-U 9 T B U 1 - B 1 T - P R -BU T G R G H U HGR B O U O - - - B T P - P R P U B - T R U B - P 0 0 R +U 1B - 1 T 1 R U R RU B - B P - U T B - P 8003 R G U G G BH H - 8003 O TO - - R R 0 P P U 0 U B B REVISIONS +- - T 8 P G 1 1 R U G B - T R U B - T R U G B G - G T 0 R 0 U + B - 0 T 1 G H 1 O - R P U B - R T U R B U - B P R - U T B CONSTRUCTION LIMITS (TYP.) 0 -H 0 P O R - +8151 U P R7 U BBG - P1 - G 1 T R U B -G G T H RO - U P 8001 B - G 8001 T R R U U 1B 1 6- + 0 0P B - T 0 0 R DATE H R +U O U B - 9 - B 0R PG - P 1 U T G B - GBY P R U -B T R BU T- R BU T- R NO. 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U 0 3 0 U +R 7 R UPR 0 -B- PO 3 HG P T - 0 O- 0 B H 0 P+U - O H 0 8 7R + 5 0 1 0 0 4 422 5 G . G 0 0 P 0 0 - OT + G + - HG B 6 6 6 U 6 1 R1 8 1 P 6 P - 3 -B G B U T U GP G R - G R -B G O CONSTRUCTION LIMITS (TYP.) U G MINNESOTA H R 8 00+106 00+006 1 7 0 COTTAGE GROVE, P G T - O - B H U R 0 0 + UNDER 6 UB-P PR B-P RU 00 5 - O P-BUR RUB-T 1RUB-T B-T RU HRUB-T+ B-TG TRU GRUB-40913 T-BU R T -BUR T-BU R O-P H HO-P P-OH 423 4 00 8 . + 5 5 2 6 +Lic. No. CHAD SETTERHOLM, PE 1 G G P - O423 H PROFESSIONAL ENGINEER G 8041 G . P P - -G B O 8 U H 1 R 7 P - O 5 MINNESOTA H PP - O -H O 0 H 0 02/19/2020 + G 5 5 1 8 G 1 8041 9 G G 0 P - O G H G ROW (TYP.) 00 8 Date: 1+ SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF GI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R U -B 9 P4 G 0 6 1 P P - O - BH U R G GG P - O H G 8 G 2 1 7 ROW (TYP.) G 0 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 0 113TH ST. S113TH ST. S + 4 5 1 8 8 2 2 1 1 P 6 6 - B G 0 U 0 P R -+ O 3 H 6 1 G G 8 0 P - 6 O 3 H > > > >G P G - P > > B - U O R H 0 > > 0 G + P - O 3 H 5 G 1 8 2 P -3 O H0 0 6 + 2 6 1 G P P - O - B H U G > 8 R 2> 5 1 G REVISIONS G G G 0 0 + 0 2 0 5 + P1 8 1 -6 2 O 1 4 H P G 6 - B U R G G G H P-O P - O HG P 0 8-0 B GG 2+ U 0 6 R6 1 P 8 0 1 - 0O 2 H 6 + 1 1 5 1 P 8 - O 2 H 5 6 DATE P -CONSTRUCTION LIMITS (TYP.) O H GG BY G P P - O - H B NO. P U -G O P R H -P O - H0 O 0 H + G 9 5 1 P-OH , HRC 8 CES G 2 7 MBG, BSS MBG 1 8 0 2 0 G 7 + 1 DESIGN TEAM 0 5 1G P - B U R CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674EC2.dwg 2/12/2020 6:21 PM Plot: mgunderson 2/11/2020 4:30 PMSave: 60 feet 133 126 30 152674 FILE NO. 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T 0 0 + R 3 G 0 U 2 B - T R U B - P H R O U - B P - T G R 1 8 U 2 B - 8 T R U BREVISIONS R- P G UG B - P H 0R U OB - P 0- P + 2 0 2 R U B - G G G T R U B - R T U H B - O - P 9 P 7 2 R 8 U B - G T G H O - P 0 0 R R U B - +P U H 1 BO - P - 0 T 2 R U B - P R U B - G T DATE T-BUR T-BURBY T-BUR T-BUR NO. G 0G 0 00 +521 +, HRC 00+ 421 CES 0 0 0 0 + 2 3 2MBG, BSS 1 MBG G G G G DESIGN TEAM G CHECKED BY: DRAWN BY:DESIGNER: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674EC2.dwg 2/12/2020 6:22 PM Plot: mgunderson 2/11/2020 4:30 PMSave: 133133 127 SWPPP RIVER ACRES WATERMAIN EXTENSION UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674SW.dwg 2/12/2020 6:22 PM Plot: mgunderson 2/11/2020 4:31 PMSave: 133133 128 152674 FILE NO. SWPPP RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674SW.dwg 2/12/2020 6:22 PM Plot: mgunderson 2/11/2020 4:31 PMSave: 133133 9 129 R/W 152674 FILE NO. . X A M 1 : 4 VARIES SEE INSET A ON TYPICAL SECTIONS SHEET 13' % 2 STRIPING PLAN CONC. C&G (TYP.)TIP OUT GUTTER AT 2% EXISTING B612 EXISTING 6" CURB HEAD (RR X-ING) PAINT (TYP.) PAVEMENT MESSAGE 11' L 11' C4' F/F RIVER ACRES WATERMAIN EXTENSION % 2 13' VARIES MINNESOTA COTTAGE GROVE, . X 4" DOUBLE SOLID LINEYELLOW - PAINT A M 1 : UNDER 4 40913 EXISTING MEDIAN TYPICAL SECTION R/W 2) USE SEED MIXTURE 25-151 FOR RESIDENTIAL TURF RESTORATION AND SEED MIXTURE25-141 FOR GENERAL ROADSIDE TURF RESTORATION AS DIRECTED BY THE ENGINEER. SEED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.3) ALL AREAS 4:1 OR STEEPER SHALL BE COVERED WITH EROSION CONTROL BLANKETCATEGORY 3. 1) ALL DISTURBED AREAS SHALL BE RESTORED WITH 6" IMPORTED PREMIUM TOPSOIL AND CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . 6" (MIN.) LOAM TOPSOIL BORROW & SEED (TYP.) MINNESOTA 40 feet 4" SOLID LINE 02/19/2020 WHITE - PAINT 20 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 0 10 20 scale www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 115TH STREET EXISTING CONCRETE MEDIAN NOSE (TYP.) 4" SOLID LINE YELLOWWHITE (PAINT) (TYP.) (PAINT) (TYP.) 12" SOLID LINE 4" SOLID LINE YELLOW (PAINT) (TYP.) PAVEMENT MESSAGE(RR X-ING) PAINT (TYP.) 8' FROM GATE ARM 12' REVISIONS 12' 8' FROM GATE ARM 4" SOLID LINE YELLOW - PAINT WHITE - PAINT 4" DOUBLE SOLID LINE ____ BNSF RR ____ DATE EXISTING CONCRETE MEDIAN EXISTING CONCRETE MEDIAN ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674M01.dwg 2/12/2020 6:23 PM Plot: mgunderson 2/11/2020 5:04 PMSave: 100100100100 feetfeetfeetfeet 133133 130 50505050 152674 FILE NO. 0000 25252525 50505050 scalescalescalescale STRIPING PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 IDEAL AVENUE SOUTHIDEAL AVENUE SOUTHIDEAL AVENUE SOUTHIDEAL AVENUE SOUTH REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674M01.dwg 2/12/2020 6:23 PM Plot: mgunderson 2/11/2020 5:04 PMSave: 133133 100 feet 131 50 152674 FILE NO. 0 25 50 scale STRIPING PLAN RIVER ACRES WATERMAIN EXTENSION 100 feet 50 0 MINNESOTA 25 COTTAGE GROVE, 50 scale UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 113TH STREET SOUTH IDEAL AVENUE SOUTH REVISIONS ____ ____ WHITE - PAINT 12" SOLID LINE WHITE - PAINT 12" SOLID LINE DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674M01.dwg 2/12/2020 6:23 PM Plot: mgunderson 2/11/2020 5:04 PMSave: 133133 132 100 feet 152674 4" DOUBLEYELLOW - PAINT SOLID LINE FILE NO. 50 0 25 50 scale STRIPING PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674M01.dwg 2/12/2020 6:24 PM Plot: mgunderson 2/11/2020 5:04 PMSave: 133133 133 100 feet 152674 FILE NO. 50 0 25 50 scale STRIPING PLAN RIVER ACRES WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: S:\\AE\\C\\Cottg\\152674\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152674M01.dwg 2/12/2020 6:24 PM Plot: mgunderson 2/11/2020 5:04 PMSave: