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4" OR 6" PVC SCHEDULE 40 PIPE SHALL BE COMPLETELY -� ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS 4" OR 6" PVC SCHEDULE 40 WYE ELEV TO BE SET BY THE ENGINEER PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMEN UP AND DOWN FROM FINIS GRAS AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R G 8"X13"x5" IVIM11InvLF- oLwr\ GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR 1N _ SIDE VIEW _ j1 BONNET ADAPTOR NOTES: NOTES: FERNCO ADAPTER 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY OR APPROVED BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT EQUAL FOR THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF DISSIMILAR PIPES 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE CROSS SLOPE WHEN SIDEWALK / ALLOWED FOR CONCRETE ENCASEMENT OR PIPE 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE BEDDING. TRAIL 0 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT THE 7777777 PVC WYE PROPERTY LINE OR AS SPECIFIED. 4. ALL VALVES SHALL BE TIED WITH 3/4" 3. SERVICE STUB SHALL BE PLUGGED AND MARKED WITH LUGS MAY A 4"x4" TIMBER PROTRUDING 3' OUT OF THE GROUND BE USED IN LIEU OF TIE RODS. AND PAINTED GREEN. CRETEX TYPE II WITH 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND 5. THE INITIAL & FINAL RAISING OF VALVE 6" PVC SERVICES FOR COMMERCIAL LOTS. TO THE 5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM PROJECT. RIGHT OF WAY SANITARY SEWER SERVICES SHALL BE POLYETHYLENE EXTENDED 10' BEYOND RIGHT OF WAY. w Special Details Special Details SANITARY SEWER Dote: VALVE BOX G:\LOGOS\Hugo 2016.jpg RINGS MIN 4" - TYPICAL SERVICE (4" OR 6" 04-01-15 HU -SS -4 Revised: 04-01-15 INSTALLATION 01-20-17 HU -W-3 VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMEN UP AND DOWN FROM FINIS GRAS AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R G 8"X13"x5" IVIM11InvLF- oLwr\ GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR 1N _ SIDE VIEW _ j1 BONNET ADAPTOR NOTES: 27 " DIA. 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. MIN. 0.7' BELOW TOP OF 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS TRAIL 0 ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 7777777 3/4" 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY M4HOLE COVER TO BE BE USED IN LIEU OF TIE RODS. BITUMINOUS 3" CRETEX TYPE II WITH 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE NO SCALE PROJECT. POLYETHYLENE 16" w Special Details STREET PATCH 2' BY LENGTH OF VALVE BOX Date: RINGS MIN 4" - G:\LOGOS\Hugo 2016.jpg (MATCH EXISTING THICKNESS) 04-01-15 INSTALLATION STANDARD OFFSET HU -W-3 Revised: CONE SECTION 01-20-17 (STEPS NOT SHOWN Ld GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48"-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUT ONLY. GROUT FOR ALL w MANHOLE JOINTS I 1r_ VAR. > DIRECTION OF FLOW_ 1 /2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN Revised: HU -STM -1 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX -� TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN 27 " DIA. FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF NEENAH R-1642 FRAME CURB CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES POLYEHTYLENE AND TYPE B SELF SEALING TRAIL 0 INFI-SHEILD OR APPROVED 7777777 3/4" LID WITH 2 CONCEALED PICK HOLES. M4HOLE COVER TO BE EQUIVALENT BITUMINOUS 3" CRETEX TYPE II WITH 27" DIA. ROUND THICKNESS TYPICAL OPENING POLYETHYLENE 16" w (PE) ADJUSTING STREET PATCH 2' BY LENGTH OF TYPICAL RINGS MIN 4" - (MATCH EXISTING THICKNESS) MAX 12". 1z 4'-0" STANDARD OFFSET CONE SECTION (STEPS NOT SHOWN INTENTIONALLY) ECCENTRIC REDUCERS TO BE USED FOR 60" 1'-4" & 72 BARRELS Ir- Ld GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48"-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUT ONLY. GROUT FOR ALL w MANHOLE JOINTS I 1r_ VAR. > DIRECTION OF FLOW_ 1 /2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN Revised: HU -STM -1 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX -� TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF 12" CURB CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES POLYEHTYLENE MAX 12" TRAIL 0 (PE) ADJUSTING �~ 2' MIN. 3/4" RINGS MIN" - M4HOLE COVER TO BE BITUMINOUS 3" CRETEX TYPE II WITH 27" DIA. ROUND THICKNESS TYPICAL OPENING CLASS 5 100% - 48" - 72" w <� a SECTION A -A 6" PRECAST OR 8" POURED BASE NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED @ 16" O.C. PARALLEL WITH THE CURB 3. GROUT BOTTOM TO DRAIN TO CENTER 4. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 5. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 6. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED NO SCALE Special Details CATCH BASIN MANHOLE Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 WITHOUT SUMP Revised: HU -STM -4A 01-20-17 16" GA. GALVANIZED STEEL STRAP (1) 1" EYE BOLT WITH (2) WASHERS EACH PLAN TYP. ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS OTHERWISE NOTED. IG:\LOGOS\Hugo 2016.jpg TRASH GUARD FORSTORM SEWER APRONS TRANSVERSE & LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27" APRON & LARGER WELD EACH INTERSECTION 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING Special Details Dote: 04-01-15 Revised: H U - STM - 7 01-20-17 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED, 2" OF WHICH WILL BE WEARING COURSE MATERIAL. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%%% MUST OBTAIN CITY ENGINEER APPROVAL. 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. 8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2%%% CROSS SLOPE ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. I�BITUMINOUS DRAREAAY --�.I CURB RADIUS 25' FELT EXPANSION / \ PAD OF DRIVEWAY ALONG D OPENING. 24" MIN SAW CUT EXISTING BITUMINOUS 18" MIN. MILLED AREA RADIANT HEAT PATCH AREA ON ALL PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH BACK OF CURB TYPICAL FELT EXPANSION PAD CONCRETE CURB & T AY SLOPE GUTTER I} CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES w MAX 12" TRAIL 0 >� �~ 2' MIN. 3/4" a >: b ;. „' _ •' ° o; 4 • I ID BITUMINOUS 3" ". ? • o b '. ' : < „ THICKNESS TYPICAL CLASS 5 100% CRUSHED 6" THICKNESS STREET PATCH 2' BY LENGTH OF TYPICAL CURBING REMOVED AND REPLACED (MATCH EXISTING THICKNESS) Special Details COMMERCIAL/MULTI FAMILY Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 BITUMINOUS DRIVEWAY DETAIL Revised: HU-STR-8A 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3067V WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. 5" A 31" I I 24 I I 12" PLAN 24" FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB 6" POLYEHTYLENE (PE) ADJUSTING T I} RINGS MIN" - w MAX 12" >� Q 6" PRECAST OR 8" POURED BASE VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE Special Details Dote: 04-01-15 Revised: 01-20-17 H U - STM - G: \LOGOS\Hugo 2016.jpg 0.5' STANDARD CATCH BASIN WITHOUT SUMP PROPERTY LINE 10' 0.5' 2" 2360 TYPE 41 BITUMINOUS, 41 WEA50055 (PG58-28) WEAR COURSE 6" CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL NOTE: THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION PROPERTY LINE 0.5 5' 0.5' SLOPE 1/4" PER FOOT TO LAN *4" CONCRETE (3A32) 4" FINE FILTERED AGGREGATE (MnDOT 3149) OR CLASS 4 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) *NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION Special Details G: \LOGOS\Hugo 2016.jpg BIKE PATH AND Dote: 04-01-15 SIDEWALK TYPICAL SECTIONS HU-STR-9 Revised: 01-20-17 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 a PHONE: (952) 884-6455 -EZ' FAX: (952)884-0860 CAMPION N ENGINEERING SERVICES, INC. Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM DETAILS DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 6.01