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C8-1 CIVIL DETAILSso 1Z 10 as J .2 S C5U c ,1131- Y �m a1y a` / . J J S ?I IS oa t7 � U � m\ �m n !o n of %A S, 30 mg mg S 3 % ea O J NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than #5'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. -G = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends &fittings shall be restrained with Megalugs thrust restraints or equal $ - See no PLAN 90' BENDS Variable 3' Mina CONCRETE SHALL BE , IN CONTACT WITH a THIS QUADRANT a. TO. C. OF PIPE , v BEDDING MATERIAL UNDISTURBED EARTH CONCRETE tr - PLAN 45' BENDS 6 - See SECTION A -A PLAN 22 1/2- BENDS COF CONCRETE CI�IIIASSENTHRUST BLOCKING REVISED:2-OB PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 e e .lei �I�ij�n�n�n�ll�ll."- �II�II. B�irll�.11(�II:�1 t -u- II=11 � II=11= - �III ■ II �I I�I.-� 'all ^ lam. ILII �IIS--rFll 0 Lr YJ 0 II II HYDRANT LEADS I I I I I I I I I I CROSSES II II I DENOTES MEGALUG BENDS NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 0 rim 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. Lr �Iv 3. THRUST BLOCKING AT ALL TEES, BENDS, AND HYDRANTS. 4. ALL FITTINGS, NUTS,AND BOLTS SHALL BE BLUE CORE OR STAINLESS STEEL. 5. BLOCKING SHALL BE AGAINST UNDISTURBED SOILS. SLEEVES CITY OF TYPICAL ruilHllllA�S� M E G ALU G ►1 LOCATION REVISED- 2-16 ENGINEERING DEPARTMENT PLATE NO.: FlLE NAME: G: 1009 ENG SPECS 1009 Compacted Native Fill j Material, Compacted to 95% Of the Standard Proctor Density Density/ Use MINDOT 3149.2B/ /Granular Borrow Varies Pi a Diam. p Varies Varies Use MNDOT 3149.2H =I1- Depth to be Course Filter Agg. Determined by (Pipe Foundation Soils Engineer. Material if Required) WOWi 2' Outside 2' _01 -pe Diameter Natural Ground The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Compacted native fill materials ® MNDOT 3149.2B MNDOT 3149.2H NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. MOF PIPE BEDDING CI�AN�SSEN IN POOR SOILS REVISED: 11-16 PLATE No.: ENGINEERING DEPARTMENT 2201 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM ROD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZED EXISTING OR FUTURE TRACER BOX CURB OR GUTTER LINE (SNAKE PIT) AND HYDRANT TRACER WIRING AS VALVE BOX NEEDED PER STREET DETAILS 5500, 5501, 5502 24" MIN. 2.0% HYDRANT SHOE 3' 2 AND BARREL SHALL BE Z PLASTIC AS REQUIRED 10' TYPICAL WRAPPED PER a M SECTION 2.03a. 0 Z ANODE BAG CITY WILL FURNISH ANODE BAG,STRAP n AND STAINLESS STEEL BAND TO BE INSTALLED BY CONTRACTOR 6 C-900 6" C-900 WITHOUT ADDITIONAL COMPENSATION. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF B"x8"x16" SOLID CONCRETE BLOCK POLYETHYLENE (4 MIL.) NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. CITYOF TYPICAL C�N�SENH YD R A N T INSTALLATION REVISED: 11-16 PLATE NO.: ENGINEERING DEPARTMENT 1004 REVISED: NAME: G: ENG SPECS 1004 Add mastic between frame and rings, / SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Manhole casting, lid and adjusting rings (see plates 2110 & 2111) Provide I&I barrier on all sanitary sewer manhole(see plate 2109) 6" Concrete collar -All joints in manhole to have "o"ring rubber gaskets and infi-shield external seals at barrel and cone section joints on sanitary applications or approved equal. A maximum of 2 short manhole risers to be used directly below cone section Pipe shall be cut out flush with inside face of wall. -Kor-n-seal required. - Precast inverts must be 1/2 of pipe diameter and benches sloped 2" toward the invert 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted an Inside and outside. 3. When the manhole structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. 4. Minimum of 2-2" adjusting rings, maximum of 3 adjusting rings or a total of e" of stack height for new construction. OF STANDARD ffff 0 ` �SANITARY CII�N�SSEN MANHOLE REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 2101 N atun., The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2 Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CITYOF PIPE BEDDING X111 IN GOOD SOILS IMMSEN RCP & DIP REVISED: 11-16 PLATE No.: ENGINEERING DEPARTMENT FILE NAME: G: ENG SPECS 2202 2202 WATER Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. Bibby -Ste -Croix No. B-5160 To Provide Valve Stem Risers Within 4" Of The Surface DROP LID The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade ti- --r L_ _J Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" TOP Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Tyler No. 58 14 Gate valve box, screw type, No. 59 18 3 piece, 5 1l4" shaft, size No. 60 24" G box, 7'-6' extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" VB521 No. 58 14" Steel With Protective EXTENSION VB522 No. 59 20" Coating, 1/2" Rubber VB523 No. 60 26" Gasket Installed Between The Gate Valve And Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" Clow, Mueller or Bibby -Ste -Croix No. VB516 60" Approved Equal Resiliant Wedge Valve Conforming to AWWA Valve and Box to be C-509 Standards With BOTTOM Plastic wrapped per Stainless Steel Nuts section 2.03a & Bolts and 2" Bronze Operating Nut. BASE 8"x8"x16" Concrete Block OTaff OF TYPICAL GATE VALVE CIIAN�SSEN AND BOX INSTALLATION REVISED:3-16 ENGINEERING DEPARTMENT PLATE No. 1006 FILE NAME: G: ENG SPECS 1006 "I/I BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR PRECAST MANHOLE CONE SECTION A MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS 27 MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 4 4 48 INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. aff OF I & I Ci1H1 o BARRIER REVISED: 10-1 PLATE NO.: ENGINEERING DEPARTMENT 2109 FILE NAME: G:\ENG\SPECS\2109 "Bc" Denotes Outside III I -III -11 IIIA' Diameter of Pipe 2' 2' Outside Pipe Diameter ® Compacted ntltjve fill material/95% proctor MNDOT 3149.213 MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. OIC,Iuf OF PIPE BEDDING CIIAN�SSEH FOR P.V.C. PIPE REVISED: 11-16 ENGINEERING DEPARTMENT PLATE NO.: 2203 FILE NAME: G:\ENG\SPECS\2203 -12 AWG Copper eel -blue trocar I Right of way line Wre(T wire(TYP) - Watennain Drive-in Magnesium -Mainline to grounding anode rod Grade level in -ground trace lateral lug \\i�j/,I{I'/ wire access box located an connector the north or east side of the water service. -----------------------------''I urin" Service saddle Water service) Curbstop- -Tape or plastic tie (typ) Water Service-Plonview Not to scale Curbstop - 12 AWG Copper Cladsteel-blue tracer wire (TYP) Notes: 1.Wlring shown away from the piping for clairity. wires shall be installed immediately adjacent to the service pipe. The wires Finished grade shall be fastened to the piping with plastic BUTTRESS DIMENSIONS ties or water proof tape at 5.0' intervagls water service and PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 D1 B2 D2 B3 D3 6. 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" 8" V-5" V-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" S-0" 2'-0" S-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' S-4" 8'-4" 4'-0" 24" 4'-4" S-0" 6'-10" 1 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 10" 17'-0' 6'-0" PLAN 90' BENDS Variable 3' Mina CONCRETE SHALL BE , IN CONTACT WITH a THIS QUADRANT a. TO. C. OF PIPE , v BEDDING MATERIAL UNDISTURBED EARTH CONCRETE tr - PLAN 45' BENDS 6 - See SECTION A -A PLAN 22 1/2- BENDS COF CONCRETE CI�IIIASSENTHRUST BLOCKING REVISED:2-OB PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 e e .lei �I�ij�n�n�n�ll�ll."- �II�II. B�irll�.11(�II:�1 t -u- II=11 � II=11= - �III ■ II �I I�I.-� 'all ^ lam. ILII �IIS--rFll 0 Lr YJ 0 II II HYDRANT LEADS I I I I I I I I I I CROSSES II II I DENOTES MEGALUG BENDS NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 0 rim 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. Lr �Iv 3. THRUST BLOCKING AT ALL TEES, BENDS, AND HYDRANTS. 4. ALL FITTINGS, NUTS,AND BOLTS SHALL BE BLUE CORE OR STAINLESS STEEL. 5. BLOCKING SHALL BE AGAINST UNDISTURBED SOILS. SLEEVES CITY OF TYPICAL ruilHllllA�S� M E G ALU G ►1 LOCATION REVISED- 2-16 ENGINEERING DEPARTMENT PLATE NO.: FlLE NAME: G: 1009 ENG SPECS 1009 Compacted Native Fill j Material, Compacted to 95% Of the Standard Proctor Density Density/ Use MINDOT 3149.2B/ /Granular Borrow Varies Pi a Diam. p Varies Varies Use MNDOT 3149.2H =I1- Depth to be Course Filter Agg. Determined by (Pipe Foundation Soils Engineer. Material if Required) WOWi 2' Outside 2' _01 -pe Diameter Natural Ground The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Compacted native fill materials ® MNDOT 3149.2B MNDOT 3149.2H NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. MOF PIPE BEDDING CI�AN�SSEN IN POOR SOILS REVISED: 11-16 PLATE No.: ENGINEERING DEPARTMENT 2201 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM ROD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZED EXISTING OR FUTURE TRACER BOX CURB OR GUTTER LINE (SNAKE PIT) AND HYDRANT TRACER WIRING AS VALVE BOX NEEDED PER STREET DETAILS 5500, 5501, 5502 24" MIN. 2.0% HYDRANT SHOE 3' 2 AND BARREL SHALL BE Z PLASTIC AS REQUIRED 10' TYPICAL WRAPPED PER a M SECTION 2.03a. 0 Z ANODE BAG CITY WILL FURNISH ANODE BAG,STRAP n AND STAINLESS STEEL BAND TO BE INSTALLED BY CONTRACTOR 6 C-900 6" C-900 WITHOUT ADDITIONAL COMPENSATION. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF B"x8"x16" SOLID CONCRETE BLOCK POLYETHYLENE (4 MIL.) NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. CITYOF TYPICAL C�N�SENH YD R A N T INSTALLATION REVISED: 11-16 PLATE NO.: ENGINEERING DEPARTMENT 1004 REVISED: NAME: G: ENG SPECS 1004 Add mastic between frame and rings, / SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Manhole casting, lid and adjusting rings (see plates 2110 & 2111) Provide I&I barrier on all sanitary sewer manhole(see plate 2109) 6" Concrete collar -All joints in manhole to have "o"ring rubber gaskets and infi-shield external seals at barrel and cone section joints on sanitary applications or approved equal. A maximum of 2 short manhole risers to be used directly below cone section Pipe shall be cut out flush with inside face of wall. -Kor-n-seal required. - Precast inverts must be 1/2 of pipe diameter and benches sloped 2" toward the invert 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted an Inside and outside. 3. When the manhole structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. 4. Minimum of 2-2" adjusting rings, maximum of 3 adjusting rings or a total of e" of stack height for new construction. OF STANDARD ffff 0 ` �SANITARY CII�N�SSEN MANHOLE REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 2101 N atun., The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2 Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CITYOF PIPE BEDDING X111 IN GOOD SOILS IMMSEN RCP & DIP REVISED: 11-16 PLATE No.: ENGINEERING DEPARTMENT FILE NAME: G: ENG SPECS 2202 2202 WATER Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. Bibby -Ste -Croix No. B-5160 To Provide Valve Stem Risers Within 4" Of The Surface DROP LID The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade ti- --r L_ _J Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" TOP Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Tyler No. 58 14 Gate valve box, screw type, No. 59 18 3 piece, 5 1l4" shaft, size No. 60 24" G box, 7'-6' extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" VB521 No. 58 14" Steel With Protective EXTENSION VB522 No. 59 20" Coating, 1/2" Rubber VB523 No. 60 26" Gasket Installed Between The Gate Valve And Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" Clow, Mueller or Bibby -Ste -Croix No. VB516 60" Approved Equal Resiliant Wedge Valve Conforming to AWWA Valve and Box to be C-509 Standards With BOTTOM Plastic wrapped per Stainless Steel Nuts section 2.03a & Bolts and 2" Bronze Operating Nut. BASE 8"x8"x16" Concrete Block OTaff OF TYPICAL GATE VALVE CIIAN�SSEN AND BOX INSTALLATION REVISED:3-16 ENGINEERING DEPARTMENT PLATE No. 1006 FILE NAME: G: ENG SPECS 1006 "I/I BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR PRECAST MANHOLE CONE SECTION A MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS 27 MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 4 4 48 INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. aff OF I & I Ci1H1 o BARRIER REVISED: 10-1 PLATE NO.: ENGINEERING DEPARTMENT 2109 FILE NAME: G:\ENG\SPECS\2109 "Bc" Denotes Outside III I -III -11 IIIA' Diameter of Pipe 2' 2' Outside Pipe Diameter ® Compacted ntltjve fill material/95% proctor MNDOT 3149.213 MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. OIC,Iuf OF PIPE BEDDING CIIAN�SSEH FOR P.V.C. PIPE REVISED: 11-16 ENGINEERING DEPARTMENT PLATE NO.: 2203 FILE NAME: G:\ENG\SPECS\2203 -12 AWG Copper eel -blue trocar I Right of way line Wre(T wire(TYP) - Watennain Drive-in Magnesium -Mainline to grounding anode rod Grade level in -ground trace lateral lug \\i�j/,I{I'/ wire access box located an connector the north or east side of the water service. -----------------------------''I urin" Service saddle Water service) Curbstop- -Tape or plastic tie (typ) Water Service-Plonview Not to scale Curbstop - 12 AWG Copper Cladsteel-blue tracer wire (TYP) Notes: 1.Wlring shown away from the piping for clairity. wires shall be installed immediately adjacent to the service pipe. The wires Finished grade shall be fastened to the piping with plastic Wire continues with ties or water proof tape at 5.0' intervagls water service and except when near fittings then the connects to main maximum spacing is 1.0'. line wiring. (see ?.Leave 2' coil of extra red and blue wiring plan view above)� in access box. Red wire is from grounding CITY SUBMITTAL anode and blue wire Is the trace wire for WATERSHED SUBMITTAL the service pipe that connects to the main HYDRANT PLAN VIEW line wiring. NOTES: 3.Do not attach wires to curbstop to allow TRACER WIRE SHALL BE INSTALLED ON THE far adjustments to be made without NORTH OR EAST SIDE OF HYDRANT LEAD THEN damaging wires. INSIDE OF VALVE BOXES PER DETAIL W-4. -Grade level in -ground trace wire access box located on the north or east side of the water service. I1 12 AWG Copper clad steel -red. Factory connected to the grounding anode rod. Drive-in Magnesium grounding anode rod 4.The connections must be made with the gauge Water Service -Section View appropriate Copperhead Snakebite Locking Not t0 scale Connectors or approved equal. CfffOF WATER SERVICE �Slill TRACER WIRE DETAIL I�REVISED: 1-17 PLATE NO.: ENGINEERING DEPARTMENT 5504 FILE NAME: G: ENG SPECS 5504 2 �___- 2" BIT. WEAR I&I BARRIER REQUIRED ON --- 2" BIT BASE SANITARY STRUCTURES ONLY SEE DETAIL 2109 MIN. 2-2 ADJ. RINGS r. MAX. 3 ADJ. RINGS 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES BITUMINOUS BASE OR BINDER :G MANUFACTURES SEALANT HDPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE i ADJUSTING RINGS I&I BARRIER REQUIRED ON 6" THICK CONCRETE SANITARY STRUCTURES ONLY 27 COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. GffOF MANHOLE CASTING AND CIMSEN ADJUSTING DETAIL REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G: ENG SPECS 2110 SHOWN AS TYPICAL 12" O.D. 12" PROPOSED SEWER 18" MIN. SEPARATION 4" DIRECT BURY MINIMUM 6"OF STYROFOAM COMPACTED SAND /.�..�/°..,.�..�/.., ,..�i../..�.:�/.. i. Vii.;... INSULATION MINIMUM OR AS DIRECTED BY THE ENGINEER ONE PIPE LENGTH Notes: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION. 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12'. CITYOF INSULATED PIPE CROSSING CMSEN REVISED:3-16 ENGINEERING DEPARTMENT 7PLANO.: 22x4 FILE NAME: G: ENG SPECS 2204 Not to Scale WIRE EXTENDED ABOVE GROUND TO A PERMANENTLY MOUNTED TRACER WIRE BOX (SEE DETAIL) 24' MIN. 12 -AWG CLADSTEEL-BLUE TRACER WIRE. - MAX. MAX. 11 0' MAX. o 0c HYDRANT SECTION VIEW WIRE CONTINUES UNDER HYDRANT LEAD AND DRIVE-IN MAGNESIUM CONNECTS TO GROUNDING ROD MAINLINE WIRING. ANODE MOPHYDRANT TRACER OMMSEN WIRE DETAIL REVISED:1-17 1 1 PLATE NG SPECS NO.: ENGINEERING DEPARTMENT 5505 FILE NAME: G: E 5505 OGO USH 15 1 3/8" a �� 2" LETTERS RAISED FLUSH \ I - 2 1/4� RAISED FLUSH n 1,91 t I - MACH. GROOW IN UD SEAT FO � 3/4" OIL RESISTANT T -GASKET, 1/g• NITRILE, (60 DURO, T-SEAL/CONCEALED PICKHOLE DETAIL GASKETED UDS USED FOR SANITARY AND WATER MANHOLES 5 16° 6" 1 1Q" LETTERS 5/1RAISED FLUSH FONT 'BIRCH" COMPONENT NUMBERS: ® Q CUSTOM LOGO ALL FRAMES ARE: RAISED FLUSH 1642 CHAN ®40 563- SANITARYMANHOLES ERS: CONCEALED 5634 - STORM MANHOLES PICKHOLE PERER NF 1015 5640 - WATER MANHOLES NF NOTE: % 1. BOLTS NOT REQUIRED UNLESS CALLED OUT IN ®®� ®�� SPECIAL CONDITIONS. 2. DIMENSIONS ARE IN ENGLISH MEASUREMENTS 3. CASTINGS MEET HS -25 REQUIREMENTS F1 3/8" 4. MANUFACTURED IN USA �{ 2 1/4' 5. QUALIFIES FOR LEED CREDITS J -I MATERIALS: 1" 6. LID -CAST GRAY IRON, ASTM A-48 CLASS 35B 2" LETTERS 7. FRAME -CAST GRAY IRON, ASTM -A-49 CLASS 40A RAISED FLUSH CONCEALED PICKHOLE DETAIL 8. FINNISH -BARE METAL NO PAINT OR COATINGS �ry 9. WEIGHTS: FRAME 126 LBS / LID 122 LBS IICl�lIIOF MANHOLE CASTINGS CgAUSEN AND LIDS DETAIL REVISED: 3-15 PLATE NO.: ENGINEERING DEPARTMENT 2111 IIIFILE NAME: G: ENG SPECS 2111 -TIERS USH ZCH" CUSTOM LOGO RAISED FLUSH ;0NCEALED ICKHOLE ER NF 1015 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collar Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. U3 > 4'-0" Pipe shall be cut off 4" from the 5„ inside face of the manhole wall. Precast Inverts Must be 1/2 of Pipe Diameter and Benches f SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH. 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. CITYOF MMSrill STANDARD STORM MANHOLE REVISED: 10-16 PLATE No.: ENGINEERING DEPARTMENT 3100 FILE NAME: G: ENG SPECS 3100 ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 wvvw.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name TAPE OR Sheet Title 05/03/19 PLASTIC TIE TO Date Lic # PIPING (TYP) - PVC OR HDPE WATERMAIN 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 HYDRANT PLAN VIEW 07-27-18 NOTES: 08-02-18 TRACER WIRE SHALL BE INSTALLED ON THE 08-03-18 NORTH OR EAST SIDE OF HYDRANT LEAD THEN 05-03-19 INSIDE OF VALVE BOXES PER DETAIL W-4. O 14 -AWG COPPER CLAD STEEEL-RED FACTORY LL CONNECTED TO ANODE GROUND ROD. ALL OTHER TRACER WIRE TO BE 12 -AWG CLAD -STEEL -BLUE TRACER WIRE TRACER WIRES TO BE TIED TO PIPING NTH PLASTIC ZIP TIES OR TAPE SUITABLE FOR UNDERGROUND USE AT 5' MAXIMUM INTERVALS UNLESS NEAR FITTINGS THEN SPACING IS V MAXIMUM. THE CONNECTIONS MUST BE MADE WITH THE GAUGE APPROPRIATE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR APPROVED EQUAL. MAX. MAX. 11 0' MAX. o 0c HYDRANT SECTION VIEW WIRE CONTINUES UNDER HYDRANT LEAD AND DRIVE-IN MAGNESIUM CONNECTS TO GROUNDING ROD MAINLINE WIRING. ANODE MOPHYDRANT TRACER OMMSEN WIRE DETAIL REVISED:1-17 1 1 PLATE NG SPECS NO.: ENGINEERING DEPARTMENT 5505 FILE NAME: G: E 5505 OGO USH 15 1 3/8" a �� 2" LETTERS RAISED FLUSH \ I - 2 1/4� RAISED FLUSH n 1,91 t I - MACH. GROOW IN UD SEAT FO � 3/4" OIL RESISTANT T -GASKET, 1/g• NITRILE, (60 DURO, T-SEAL/CONCEALED PICKHOLE DETAIL GASKETED UDS USED FOR SANITARY AND WATER MANHOLES 5 16° 6" 1 1Q" LETTERS 5/1RAISED FLUSH FONT 'BIRCH" COMPONENT NUMBERS: ® Q CUSTOM LOGO ALL FRAMES ARE: RAISED FLUSH 1642 CHAN ®40 563- SANITARYMANHOLES ERS: CONCEALED 5634 - STORM MANHOLES PICKHOLE PERER NF 1015 5640 - WATER MANHOLES NF NOTE: % 1. BOLTS NOT REQUIRED UNLESS CALLED OUT IN ®®� ®�� SPECIAL CONDITIONS. 2. DIMENSIONS ARE IN ENGLISH MEASUREMENTS 3. CASTINGS MEET HS -25 REQUIREMENTS F1 3/8" 4. MANUFACTURED IN USA �{ 2 1/4' 5. QUALIFIES FOR LEED CREDITS J -I MATERIALS: 1" 6. LID -CAST GRAY IRON, ASTM A-48 CLASS 35B 2" LETTERS 7. FRAME -CAST GRAY IRON, ASTM -A-49 CLASS 40A RAISED FLUSH CONCEALED PICKHOLE DETAIL 8. FINNISH -BARE METAL NO PAINT OR COATINGS �ry 9. WEIGHTS: FRAME 126 LBS / LID 122 LBS IICl�lIIOF MANHOLE CASTINGS CgAUSEN AND LIDS DETAIL REVISED: 3-15 PLATE NO.: ENGINEERING DEPARTMENT 2111 IIIFILE NAME: G: ENG SPECS 2111 -TIERS USH ZCH" CUSTOM LOGO RAISED FLUSH ;0NCEALED ICKHOLE ER NF 1015 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collar Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. U3 > 4'-0" Pipe shall be cut off 4" from the 5„ inside face of the manhole wall. Precast Inverts Must be 1/2 of Pipe Diameter and Benches f SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH. 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. CITYOF MMSrill STANDARD STORM MANHOLE REVISED: 10-16 PLATE No.: ENGINEERING DEPARTMENT 3100 FILE NAME: G: ENG SPECS 3100 ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 wvvw.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name Signature Sheet Title 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL J Z Sheet Title O CIVIL DETAILS Z O Sheet Information O Z Date O LL 2019-05-03 C8.1 ©2009 BDH :t Young Spaee Debt