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7.0 Chanhassen Detail Plates 2020NOTES: 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 & equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. $ = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal -& - See n o PLAN 90° BENDS Variable —� 3' Min. CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION Cfff OF mms REVISED: 2-08 FILE NAME. G: 1ENGISPECS\1002 4 PLAN 45° BENDS 8- 5ee --,k- " G A -A PLAN 22 1/2' BENDS CONCRETE THRUST BLOCKING PLATE NO.: BUTTRESS DIMENSIONS PIPE SIZE 22 1/2* B1 BEND D1 45' BEND B2 D2 90' BEND/TEE B3 D3 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" 8" 1'-5" 1'-5" 2'-1" 1'-6" 1 2'-8" 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'—O" 1 2'-0" 3'-10" 3,-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-1O' 9'-8" 5-0" 30" — — 9'-3" 1 6'—O" 1 17'—O' C—O" PLAN 90° BENDS Variable —� 3' Min. CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION Cfff OF mms REVISED: 2-08 FILE NAME. G: 1ENGISPECS\1002 4 PLAN 45° BENDS 8- 5ee --,k- " G A -A PLAN 22 1/2' BENDS CONCRETE THRUST BLOCKING PLATE NO.: O 0.7 � 1" Corporation stop L a� Plugged end WATER MAIN Thrust blocking may be a Mega lug cap or plug W/Blue Core bolts. Tie back to the previous joint is required. After meeting the test requirements the air bleed line (if installed) shall be disconnected at the plug with no additional compensation. Note: A water service tap or nearby hydrant may be used to bleed air out of the line, if approved by the engineer. Cfff OF AIR COUSIN BLEED DETAIL REVISED: 11-15 PLATE NO.: FILE NAME: G:\ENG\SPECS\1003 ENGINEERING DEPARTMENT 1 003 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE --APPROVED BY THE CITY INSTALL MAGNETIZED TRACER BOX (SNAKE PIT) GROUNDING ANODE AND TRACER WIRING AS NEEDED PER DETAILS 5500,5501,5502,5505 - HYDRANT SHOE AND BARREL SHALL BE PLASTIC WRAPPED PER SECTION 2.03A & BLOCKED TO VIRGIN SOILS CITY WILL FURNISH ANODE BAG,STRAP AND STAINLESS STEEL BAND TO BE INSTALLED BY CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 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. EXISTING OR FUTURE CURB OR GUTTER LINE HYDRANT VALVE BOX 18" MIN. �4 to 6" 2.0% 3' 1 2' AS REQUIRED a � o LO r: ANODE BAG r - 6" C-900 6" C-900 1 CUBIC YARD OF GATE VALVE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 8"x8"x16" SOLID NOTES: CONCRETE 1. ALL 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 /2"PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. 8, HYDRANT SHOE AND BARREL SHALL BE PLASTIC WRAPPED PER SPECIFICATION 2.03A STREET q 10' TYPICAL TEE crff OF I TYPICAL UMSEN0HYDRANT INSTALLATIO REVISED. 9-19 ENGINEERING DEPARTMENT I PLATE NO.: 1004IFILE NAME! G:`ENG/SPECS`1004 Street PL D&U Variable I Easement 6' Metal fence post Variable denoting curb box, top 6" painted blue. Curb box with 1 1(4p' ' standpipe and staonary rod z Water Service :2 1" ID PE/HDPE or 1n PEX Pipe 200 PSI rating Corporation Cock Concrete brick support min. size 3" thick & 32 Sq. In. Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The service line between the main shutoff corp. and curb box shall be one continuous seemlees piece of pipe, couplers will not be permitted 4. Corporation cock to be of the quick compression type as stated in section 2.11 of the watermain specifications. 5. All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. 7. Install Tracer Wire System as per Detail Plate 5505. Uff OFI TYPICAL MMS13 0WATER SERVIC REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: 1005 FILE NAME: G: ENG SPECS 1005 WATER Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. Bibby—Ste—Croix No. B-5160 Provide Valve Stem Risers To Within 4" Of The Surface DROP LID If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade Tyler No. 6860 26" Mueller No. H-10361 26" Bibby—Ste—Croix No. VB502 27" Tyler No. 58 14" A N o. 59 18" No. 60 24" Mueller No. 58 14" N o. 59 20" Bibby—Ste—Croix VB520 No. 57 9" VB521 No. 58 14" EXTENSION VB522 No. 59 20" VB523 No. 60 26" Tyler No. 6860 65" Mueller No. H-10361 65" Bibby—Ste—Croix No. VB516 60" Valve and Box to be BOTTOM plastic wrapped per<�F section 2.03a J7 BASE Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby—Ste—Croix B-5001 Gate valve box, screw type, 3 piece, 5 1 �4" shaft, size G box, 7'-6' extended, #6 round base Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Clow, Mueller or Approved Equal Resiliant Wedge Valve Conforming to AWWA C-509 Standards With Stainless Steel Nuts & Bolts and 2" nn Bronze Operating Nut. 8"x8"x16" Concrete Block Cfff OF TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 3-16 PLATE No.: ENGINEERING DEPARTMENT 1006 FILE NAME: G: ENG SPECS 1006 DROP LID WATER Tyl er Mueller Bibby—Ste—Croix No. 6860 No. H-10361 No. B-5160 Grade TOP Tyler No. 6850 26" Mueller No. H-10361 26" Bibby—Ste—Croix No. VB502 27" EXTENSION Tyl er N o. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby—Ste—Croix VB520 No. 57 9" VB 521 N o. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6850 65" Mueller No. H-10361 65" Bibby—Ste—Croix No. VB516 60" Butterfly Valve (16" or larger) Dresser 450, Henry Pratt Groundhog, Line Seal III Mueller 150B Kennedy, American or approved equal. With all stainless steel nuts & bolts. 7.5' Minimum cover required over top of water main. Provide Valve Stem Risers To Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6850 Mueller No. H-10357 Bibby—Ste—Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6' extended. Valve and box to be plastic wrapped as per section 2.03a 7Butterfly Valve Box Adapter _(�l End View 8"x8"x16" Solid Concrete blocks Cfff OF TYPICAL BUTTERFLY VALVE ONWSIS AND BOX INSTALLATION REVISED: 3-16 ENGINEERING DEPARTMENT PLATE NO.: 1 007 FILE NAME: G:\ENG\SPECS\1007 Lu J m Q Q 7 6.1 • r �J +i 12 „T4A 4 SECTION VIEW Uff 4F mms REVISED: 12-19 FILE NAME: G:/ENG/SPECS/1008 MANHOLE WALLS. �JWam agel- 194"kL INTEGRAL PRECAST CONCRETE BASE 'MAIN NOTE: ALL TAPS IN WATERMAIN SHALL USE FULL BODY STAINLESS STEEL SADDLE. WATERM AI N AIR RELIEF MANHOLE 1111[all0l2121:4l11,ImBill 9.11,0011Kill hilyI 1008 NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 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. IJVnDAAIT I F-AnC CI CCIICC Uff OF TYPICAL M E G A L U G �IlAl1�A►1 LOCATION REVISED. 2-16 PLATE NO.; ENGINEERING DEPARTMENT 1 009 FILE NAME: G:\ENG\SPECS\1009 16x6" MJ REDUCER 6" MJ GATE VALVE 6" HYDRANT LEAD HYDRANT A L O C 9 16" C 900 WATERMAIN 4" X 3" REDUCER 16" MJ GATE VALVE WITH VALVE �_ BOX (TYPICAL OF 2) 3" DIP PIPE TYPICAL 1 1/2" GALVA IZED PI E LOW PRESSURE SIDE __ 16" MJ GATE VALVE WITH VALVE BOX 3" GATE VALVE (TYPICAL OF 2) 1 1/2" BALL VALVE (TYPICAL OF 2) 3" FLANGED PRESSURE REDUCING VALVE 1 1/2" FLANGED PRESSURE REDUCING VALVE HYDRANT MANHOLE CASTING R 1741-F AND LID AS PER DETAIL 2111. APPRDX, 7.5' BURY E 1_1_ON 16"-C/900 WATERMAIN -18"DIA X 18" DEEP SUMP PLAN VIEW ME SLOPE GROUT TO SUMP' PIPE SUPPORTS (TYPICAL OF 2) SECTION A -A 12" FLANGED PRESSURE REDUCING VALVE 16"x12" FLANGED DIP ECCENTRIC REDUCER (TYPICAL OF 2) 16" x 4" TEE PRESSURE GAUGE (TYPICAL OF 4) ADAPTER FLANGE -14' X 8' RCP BOX SECTION -C 900 AA J 7.5' SIDE 1 16" GATE VALVE 16" x 16" TEE (TYPICAL OF 3) MANHOLE CASTING AND LID AS PER DETAIL 2111. ADJUSTING RINGS PER DETAIL #2110. X PRESSURE GAUGE (TYPICAL OF 4) RUBBER BOOT GASKET (TYPICAL) SEAL(TYPICAL OF 2) INTEGRAL BASE 18" DIA. x 18" DIA. SUMP TO DAYLIGHT PER THE ENGINEER. PROCESS PRESSURE REDUCING VALVE MANHOLE Notes: FINAL DETAILS FOR THE MANHOLE SHALL BE APPROVED BY THE ENGINEER. SOME ITEMS ARE ROTATED INTO THE PLANE OF PROJECTION FOR CLARITY. VAULT AND INTERNAL PIPING BY BCA NORTHWESTERN POWER OR APPROVED EQUAL. Cfff OF TYPICAL PRESSURE REDUCING VALVE �HI��H►1 MANHOLE REVISED: 3-16 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G: ENG SPECS 1010 1010 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES CDN—GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATING CONDITIONS ARE ENCOUNTERED. Cfff OF RESTRAINED PIPE CMSEK REQUIREMENT FOR DIP REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G: ENG SPECS 1011 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 U 45 e 90 DEAD END o 22.5 o 45 D 90 DEAD END o 22.5 o 45 a 90 DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 Z6 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 1171 10 20 1 48 1131 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES CDN—GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATING CONDITIONS ARE ENCOUNTERED. Cfff OF RESTRAINED PIPE CMSEK REQUIREMENT FOR DIP REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G: ENG SPECS 1011 CL VARIABLE SERVICE MARKERS SHALL BE METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED GREEN.(SEE NOTE #2 BELOW) PL D&U EASEMENT VARIABLE k Lu Lo OVERLAP ON TEE POSTS o z WYE PLUGGED END L = 45 DEGREE BEND °7 w Lo cn Lu J --------- - 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT "-1/2 PIPE DIAMETER MIN. SANITARY SEWER GRAVITY MAIN N OTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FINISHED GRADE AND PAINT TOP 6" OF POST FLUORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2–F) OR COURSE FILTER AGGREGATE (3149.2–H). 5. INSTALL TRACER WIRE SYSTEM PER SPEC'S – DETAIL PLATE 5507. 6. WHEN A SIDEWALK OR TRAIL IS PRESENT IN THE BLVD. THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. aff OF TYPICAL SANITARY MMSEN SEWER SERVICE LESS THAN 16' DEEP) REVISED: 11-19 PLATE NO.: FILE NAME: G:/ENG/SPECS/20O1 ENGINEERING DEPARTMENT 2001 flq CL VARIES r� Metal Tee posts installed from invert to 3' above finish grade top 6" painted green. N Bend as Needed PL D&U Esmt. Varies Plug I cn Min. Slope = 1/4"/Ft. Limits of Excavation Service Marker I \-6" PVC SDR -26 wye & service line. (see note #5 below) II Tamped Fill Tee or Wye and 45° bend Sanitary Sewer 1 C.Y. Concrete Encasement Install poly between concrete and piping NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanouts are Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. When depth is greater than 26' C-900 pipe shall be used for sanitary sewer mainlines and risers. 6. Install Tracer Wire System as per Spec's — Detail Plate #5507. 7. When a sidewalk or trail is present in the blvd. the service may be extended into the D&U easement with the city engineers approval. Cfff OF SANITARY SERVICE RISER MMSEN (GREATER THAN 16' DEEP) REVISED: 11-19 PLATE NO.: FILE NAME: G:\ENG\SPECS\2002 ENGINEERING DEPARTMENT 2002 t � a Plug I cn Min. Slope = 1/4"/Ft. Limits of Excavation Service Marker I \-6" PVC SDR -26 wye & service line. (see note #5 below) II Tamped Fill Tee or Wye and 45° bend Sanitary Sewer 1 C.Y. Concrete Encasement Install poly between concrete and piping NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanouts are Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. When depth is greater than 26' C-900 pipe shall be used for sanitary sewer mainlines and risers. 6. Install Tracer Wire System as per Spec's — Detail Plate #5507. 7. When a sidewalk or trail is present in the blvd. the service may be extended into the D&U easement with the city engineers approval. Cfff OF SANITARY SERVICE RISER MMSEN (GREATER THAN 16' DEEP) REVISED: 11-19 PLATE NO.: FILE NAME: G:\ENG\SPECS\2002 ENGINEERING DEPARTMENT 2002 Add mastic ZSECTIONVIEWnmum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. inose casting, iia ana aaiusting is (see plates 2110 & 2111) fide I&I barrier on all sanitary Ar manhole(see plate 2109) Concrete collar joints in manhole to have "o"ring rubber ;kets and infi—shield external seals at rel and cone section joints on sanitary Plications or approved equal. naximurn of 2 short manhole rs to be used directly )w cone section e shall be cut out flush i inside face of wall. —n—seal required. Precast inverts must be 1/2 of pipe diameter and benches sloped 2" toward the invert N OTE: 1. Kor—n—seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on 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 8" of stack height for new construction. 5. No steps shall be installed in manholes. CfffOF STANDARD SANITARY aMSEN MANHOLE REVISED; 11-19 PLATE NO.: ENGINEERING DEPARTMENT I 2101 FILE NAME: Q a SECTION VIEW NOTES: 1. Kar—n—seal manhole or approved equal. 2. Pipe shall be cut flush with inside face of wall. 3. All dog houses shall be grouted on the inside and outside. 4. Precast invert shall be 1/2 Dia. of pipe and benches sloped 2" toward invert. 5. When the manhole or catch basin is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 6. No steps shall be installed. 7. Minimum thickness of precast base is 6" for 14' deep or less, structures and increases 1" in thickness for every 4' of depth greater than 14' deep. aff OF SANITARY SEWER INSIDE DROP �5 MANHOLE 60" DIAM. MINIMUM REVISLD:12-19 PLATE NO.: FILE NAME: G: ENG 5PEC5 21 d4 ENGINEERING DEPARTMENT 2104 21" 1. To achive the shortest drop height of 35 J", the incoming —Inspection Inspection hood — pipe must rest on the invert o of the 12" access opening. 2. Trim top section tongue to J _Li it's minimum length of 1" Top ,'� `, Opening allows up to section ( r 12" diameter pipes.- L � Access opening ` ---------r 534" Top section 1 J 11"tongue _,V_:rransition section LL Sweep 184" 1)��+ section 21"- Pipe opening �j allows up to 12" diameter pipet o 21 1" Variable length body section body length 1'-7' 18" in 1' increments 21" - Transition section Sweep section 11" Minimum drop section 'spection ood -Top section Access opening -Top section tongue allows up to 12" of adjustment. NOTES: 1. Kor-n-seal manhole or approved equal. 2. Pipe shall be cut flush with inside face of wall. 3. All dog houses shall be grouted on the inside and outside. 4. Precast invert shall be 1/2 Dia. of pipe and benches sloped 2" toward invert. 5. When the manhole or catch basin is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 6. No steps shall be installed. 7. Minimum thickness of precast base is 6" for 14' deep or less, structures and increases 1" in thickness for every 4' of depth greater than 14' deep. 184" Multiple fastening lugs Standard drop section Cfff 4F am& REVISED: 1-20 FILE NAME: G: ENG SPECS 2104 SANITARY SEWER INSIDE DROP SECTIONS 354„ PLATE NO.: ENGINEERING DEPARTMENT 2104A Eccentric side of manhole 0 U Iron Inner Lid 7" [� n O —1 PLAN VIEW —Gasket Ramnek Or Equal 27" ECCENTRIC WATERTIGHT MANHOLE Tmm o I TDP COVER REMOVED Casting 81755—E & Lid as per detail 2111. —Tightening Screw Balt down cover where required. (S.S. fasteners) 6" Concrete Collar No Rings f2l IE C! 4 ,T� Security Saddle Plate "0"— Ring gasket M10F WATERTIGHT MMSENMANHOLE REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO.: 2105 FILE NAME: G: ENG SPECS 2105 .- - - -- - -- 4 -- rc PLAT m 10 sI 300TED CONNECTIONS Slab to be furnished with 27" Dia. offset opening —1758—E Casting & Lid as per detail 2111. concrete Adjustment Rings, See Detail 2110. 6" Thick Concrete Collar P 27» Add Mastic Between Frame And Rings 6" Precast Reinforced Manhole Slab SECTION VIEW �0 RING GASKET AND INFI SHIELD 2" H—TEC MODEL 986 PRESSURE AIR RELEASE VALVE OR EQUAL PIPE TO BE INSTALLED IN MANHOLE USING BOOTED CONNECTIONS THROUGH MANHOLE WALLS. — PIPE SUPPORT CENTERED IN STRUCTURE INTEGRAL PRECAST CONCRETE BASE NOTE: 1. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED OUTSIDE OF THE TRAVELED ROADWAY A WITNESS POST AND SIGN SHALL BE INSTALLED NEXT TO THE MANHOLE. 2. ALL TAPS IN WATERMAIN SHALL USE FULL BODY STAINLESS STEEL SADDLE. Cfff OF FORCEMAIN AIR RELEASE MMSEN VALVE MANHOLE REVISED: 12-19 PLATE NO.: 21 n 6 FILE NAME: G: /ENG/5PEC5/2106 ENGINEERING DEPARTMENT I V p ! RAMNECK OR EQUAL '`• .s• 48" 12" b..j.. SECTION VIEW �0 RING GASKET AND INFI SHIELD 2" H—TEC MODEL 986 PRESSURE AIR RELEASE VALVE OR EQUAL PIPE TO BE INSTALLED IN MANHOLE USING BOOTED CONNECTIONS THROUGH MANHOLE WALLS. — PIPE SUPPORT CENTERED IN STRUCTURE INTEGRAL PRECAST CONCRETE BASE NOTE: 1. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED OUTSIDE OF THE TRAVELED ROADWAY A WITNESS POST AND SIGN SHALL BE INSTALLED NEXT TO THE MANHOLE. 2. ALL TAPS IN WATERMAIN SHALL USE FULL BODY STAINLESS STEEL SADDLE. Cfff OF FORCEMAIN AIR RELEASE MMSEN VALVE MANHOLE REVISED: 12-19 PLATE NO.: 21 n 6 FILE NAME: G: /ENG/5PEC5/2106 ENGINEERING DEPARTMENT I V 4'- ADD MASTIC BETWEEN FRAME AND RINGS— A 8" V-4" 2" 7'-01, PLAN VIEW PROVIDE I&I BARRIER ON ALL SANITARY SEWER MANHOLES (SEE PLATE 2109) MANHOLE CASTING, LID & ADJUSTING RINGS AS PER DETAIL PLATES (2110 & 2111.) 27" 6" CONCRETE COLLAR PRECAST ECCENTRIC REDUCER SECTION ALL JOINTS IN MANHOLE TO HAVE "O"RING RUBBER GASKETS. INFI—SHIELD EXTERNAL SEALS AS REQUIRED BY THE ENGINEER. a? 712 8" THICK x 7'-6" DIAMETER PRECAST CONCRETE SLAB WITH #4 Q 8" E.W. 2—#4 BARS ALL SIDES OF OPENING SEALED WITH 2 BEADS OF RAMNEK OR EQUAL NOTE: KOR—N—SEAL MANHOLE REQUIRED. SECTION VIEW ~ 8" THICK x 7'-6" DIAMETER PRECAST CONCRETE SLAB WITH #4 @ 8" E.W. NOTES: 1. WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS. 2. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED OUTSIDE THE TRAVELED ROADWAY A WITNESS POST AND SIGN SHALL BE INSTALLED NEXT TO THE MANHOLE. aff OF TOP SLAB MANHOLE amsm1 48" DIA. SECTION REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 2107 FILE NAME: G:/ENGISPECS\2107 ONE EXTRA BAR IN BOTTOM A—I I A T 27 I TWO EXTRA BAR IN BOTTOM PLAN OF COVER z COVER DIA. K d 27" d MANHOLE DIA. z SECTION A -A r Cfff OF MANHOLE MMSEN TOP SLAB REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 2108 FILE NAME: G: ENG SPECS 2108 COVER REQUIRMENTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION K BOTTOM BARS TOP BARS 48" 58" 1140 LBS. 6" 6" N0. 5@ 6" 54" 65" 2000 LBS. 8" 6" N0. 5@ 6" 60" 72" 2525 LBS. 8" 7" N0. 5@ 4" N0. 30 6" 66" 79" 3105 LBS. 8" 7" N0. 5@ 4 NO. 3@ 6 72 86" 3740 LBS, 8 8 N0. 5@ 4 N0, 3@ 6 78" 93" 4403 LBS. 8" 8" NO. 5@ 4 NO. 3@ 4" 84" 100" 5710 LBS. 8" 9" N0. 50 4" NO. 30 4" 90" 106" 5840 LBS. 8" 9" N0. 5@ 4" NO.30 4" 96' 113" 6680 LBS. 8" 1 9" N0. 5@ 4 NO. 30 4 102" 119" 7450 LBS. 8" 1 9" N0. 5@ 4" NO. 30 4" Cfff OF MANHOLE MMSEN TOP SLAB REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 2108 FILE NAME: G: ENG SPECS 2108 "I/I BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR PRECAST MANHOLE CONE SECTION A A NOTES: MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS 27' MANUFACTURES SEALANT OR --------------- c MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 4� A a 4d. 48sp INFI—SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. 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. Cfff OF CHAMSEN B A R R I E R REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 2109 FILE NAME: G: ENG SPECS\21 09 I&I BARRIER REQUIRED ON SANITARY STRUCTURES ON SEE DETAIL 2109 25"— 5" 2" BIT. WEAR L 2" BIT BASE AIN. 2-2"ADJ. RINGS AAX. 3 ADJ. RINGS 6" THICK CONCRETE 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 .a MANUFACTURES SEALANT HDPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE "- ADJUSTING RINGS I&I BARRIER REQUIRED ON 27" 6" THICK CONCRETE SANITARY STRUCTURES ONLY 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. 5. WEAR COURSE SHALL USE STEEL ADJUSTING RING INSERTS PER MANUFACTURES SPECS. WITH ENGINEERS APPROVAL. Cfff OF MANHOLE CASTING AND s� ADJUSTING DETAIL REVISED:1-20 PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G:\ENG\SPECS\2110 1 1/2" LETTERS RAISED FLUSH FONT "BIRCH" CUSTOM LOGO RAISED FLUSH 1 1/2" LETTERS RAISED FLUSH FONT "BIRCH" CUSTOM LOGOI RAISED FLUSH CONCEALED PICKHOLE PER NIF 1015 LETTERS 1"— — 2 1/4' QED FLUSH Z �— i i f f f MACH. GROOVE IN LID SEAT FO 3I4" OIL RESISTANT T—GASKET, NITRILE, (60 DURO) T—SEAL/CONCEALED PICKHOLE DETAIL GASKETED LIDS USED FOR SANITARY AND WATER MANHOLES 6" 1 1/2" LETTERS 6" RAISED FLUSH FONT "BIRCH" ■ t{ .l� ;. f ■ ■ FLUSH PICKHOLE. isPER NF 1015 i 0 0 T 1 3/8" — 2 1/4- 2" /4"2" LETTERS RAISED FLUSH CONCEALED PICKHOLE DETAIL 2" LETTERS RAISED FLUSH COMPONENT NUMBERS: ALL FRAMES ARE: 1642 CHANHASSEN LOGO LID NUMBERS: 5631 — SANITARY MANHOLES 5634 — STORM MANHOLES 5640 — WATER MANHOLES NOTE: 1. BOLTS NOT REQUIRED UNLESS CALLED OUT IN SPECIAL CONDITIONS. 2. DIMENSIONS ARE IN ENGLISH MEASUREMENTS 3. CASTINGS MEET HS -25 REQUIREMENTS 4. MANUFACTURED IN USA 5. QUALIFIES FOR LEED CREDITS MATERIALS: 6. LID—CAST GRAY IRON, ASTM A-48 CLASS 35B 7. FRAME—CAST GRAY IRON, ASTM—A-49 CLASS 40A 8. FINNISH—BARE METAL NO PAINT OR COATINGS. Cfff OF MANHOLE CASTINGS cmsv( I AND LIDS DETAIL REVISED:12-19 1 PLATE NO.: ENGINEERING DEPARTMENT 2111 FILE NAME: G: ENG SPECS 2111 Compacted Native Fill/, Material, Compacted to 95% of the Standard Proctor Density/ Use MNDOT 3149.21 Granular Borrow 12" Use MNDOT 3149.2H Course Filter Agg. (Pipe Foundation Material if Required) Natural Groun Pipe Diam. Varies 2' Outside ipe Diameter 2' The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Varies Varies uep in to De Determined by Soils Engineer. Compacted native fill materials MNDOT 3149.213 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. 4111 OFPIPEI BEDDING CMSM( IN POOR SOILS REVISED: 11-16 PLATE NO.: ENGINEERING DEPARTMENT 2201 FILE NAME: G: ENG SPECS 2201 I =1 =1 I _I I _I Natural Ground ompacted Native Fill/ aterial, Compacted to 5% of the Standard' roctor Density�� 2„ Varies 2' Outside Pipe Diameter I I -I I I- 2' The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Wl 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. fffOFI PIPE BEDDING IN GOOD SOILS MMSEN RCP &DIP REVISED: >>-'s ENGINEERING DEPARTMENTPLATE No.: 2202 I FILE NAME: G:/ENG/SPECS\2202 j Compacted Native Fill,/,,, Material, Compacted to 95% of the Standard' Proctor Density/ Use MNDOT 3149.2 Granular Mate6j4 "3c" Denotes Outside -III-III=III=111 111= Diameter of Pipe 2' 2' Outside Pipe Diameter Varies Embedment Material MNDOT 3149.219 Foundation Material MNDOT 3149.2H If Required (see Note 1 ) Compacted nrtive 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. ®- MY OF PIPE BEDDING CRMSEN FOR P . V . G . PIPE REVISED: 11-19 PLATE NO.: ENGINEERING DEPARTMENT 2203 FILE NAME: G:\ENG\SPECS\2203 MINIMUM 6" OF— COMPACTED SAND Notes: SHOWN AS TYPICAL 12" 0. D. 1 12" ONE PIPE LENGTH PROPOSED SEWER 18" MIN. SEPARATION 4" DIRECT BURY INSULATION MINIMUM OR AS DIRECTED BY THE ENGINEER. 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". crff OF INSULATED PIPE CROSSING I�10Hl1Il�JS� REVISED: 11-19 PLATE NO.: FILE NAME: G: ENG SPECS 2204 ENGINEERING DEPARTMENT 2204 ""-nhole Casting, Lid and Adjusting gs (See Plates 2110 & 2111) 's" Concrete Collar nhole steps shall be enah R-1981 J, 16" on center. ?ps Shall be on Downstream e Unless Pipe Diameter is or Larger joints in manhole to have "O"ring ober gaskets. e shall be cut off 4" from the ide face of the manhole wall. Precast Inverts Must be 1/2 of Pipe Diameter and Benches 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. aff OF a=0 STANDARD STORM MANHOLE REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 3100 FILE NAME: G:\ENG\SPECS\3100 NOTE: 1— V Grate (Shown) in 2— VB Grate shall be used at all low points. 0 I Face of Curb C4 Jr Direction of Flow rip ir] P1 ANI Catchbasin casting Grate to be 2" below and grate Neenah gutter grade. R3067—V or equal 5' transition curb on each 3" radius curb box. side of catchbosin, if See detail 2110 foradjoining a surmountable curb. ring adjustments. --\ Top of Curb 24" x 36" 6" thick concrete collar Precast5„ 3' Minimum Doghouses shall be f grouted on both the 3" Grout inside and outside. 6"Min. base SECT ON NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. Uff OF aws, Is*N0300111111M. FILE NAME: GAENGISPECa13 STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR ENGINEERING DEPARTMENT PLATE NO.: 3101 l�O E Varies 4,-0„ typ. M� C J : 5" m NOTES: SECTION 1.Doghouses shall be grouted both inside and outside of the structure. 2.No block structures are allowed. 3.If a sump is required a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. Uff OF mms' REVISED: 10--16 [FILE NAME: G: \ENG\SPECS\3102 24"x36" slab opening for Neenah 83067—V or equal ote: 1— V Grate shown 2— VB Grates shall be used at all low points. enah R3067—V casting and grate or equal. See detail 2110 for ring adjustments. 6" Concrete collar Concrete slab per detail 2108. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "O" ring rubber gaskets. Precast concrete section Manhole steps, Neenah R1981 J or equal, 16" on centers. 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. Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. TYPICAL 4' DIAMETER CATCH BASIN MANHOLE ENGINEERING DEPARTMENT PLATE NO.: 3102 ! 30" DIA 0 Grout L 4" 4' DIAMETER Cfff OF ams FILE NAME: G: `ENG\SPECS/3103 NEENAH R-4342 GRATE OR APPROVE❑ EQUAL See detail 2110 for adjustment rings. 6" Concrete collar N OTE: REINFORCING TO CONSIST OF #4 BARS AT 8" O.C. BOTH WAYS WALLS TO BE PRECAST SECTION PRE—CAST OPENING AS REQUIRED CONC. BASE SHALL BE 5" POURED IN PLACE OR 5" PRECAST SLAB CATCH BASIN 30" DIAMETER ENGINEERING DEPARTMENT PLATE NO._ 3103 22 1/4" EENAH R-1737 OR EQUAL 21" 1'- 6" . 6,1 . 2'-2" 3'-0" �-•�6" SECTION A -A OPENING 6" y � �-�6" SECTION B -B ANGLE IRON – 2"x3" x 4'-0" x 5/16" PLACE 3" LEG VERTICAL & PAINT WITH ONE COAT RED LEAD PRIMER PLAN 5'-0" —I 5" 2" 4'-4" L �— ------------------- 1z 12" III II II 18" 6'� —� u I d 2–NO. 5 BENT REINFORCING �3-8" SECT. BARS 6'-4" LONG ELEV. 2-1/2"x6" BENT BOLTS CATCH BASIN LEAD 6, 1 a" TAPER CURB TO 8618 11" HIGH & 7" CURB & GUTTER v d WIDE AT BASIN CONCRETE CURB & GUTTER a d & CONCRETE APRON TO BE 4 CONSTRUCTED BY OTHERS a , LONG STEEL -6 NO. 4 ' d BARS x 4'-4" LONG AT 2" O.C. TO BE ON TOP d OF DIAGONAL STEEL 4 d d d 4• 4 Bd A4 dq d THIS POINT 6" DIAGONAL STEEL -4 NO. 4 I %� �, BELOW NORMAL BARS x 3'-3" LONG TO BE ON -'4 d GUTTER GRADE TOP OF SHORT STEEL�.`� I``�d TAPER CURB AS ABOVE 2' TYP- SHORT STEEL -4 N0. 4 `–mac! _ CORNER BARS x 3'-0" LONG TO BEA �\`Y \ TO B/C a 1 112- CLEAR FROM \45.000' a BOTTOM SLAB B NO SCALE PLAN Cfff OF HIGH CAPACITY MMSENCATCH BASIN IN B618 CONCRETE CURB REVISED: 2-10 PLATE NO.: FILE NAME: G:\ENG\SPECS\31OS ENGINEERING DEPARTMENT 3105 NOTE: Surmountable curb & gutter to be transitioned into a B-618 type curb at catchbasin. Catchbasin frame & grate Neenah R -3067—V or VB grate Surmountable concrete curb & gutters ISOMETRIC Not to Scale 2—#4-12' Long Rebar NOTE Catchbasin to be depressed 2" below design gutter line grade. Neenah R-3067—VB shall be used at all low points_ +' +' c C 'o 10' Transition 10' Transition 'o C 0 2 C Top of curb 2" a x x W w Design gutter line grade Cfff Of Cess REVISED: 12-19 FILE NAME: G: ENG SPECS 3106 2—#4-12' Long Rebars Frame & casting SECTION A -A Not to Scale CURB CONSTRUCTION AT CATCH BASIN ENGINEERING DEPARTMENT I PLATE NO.: 3106 PLAN RIPRAP REQUIREMENTS NTS PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 27" TO 33" 14 to 20 CY CL.3 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 lbs.) MIRAFI 50OX Geotextil 2-1 I N OTE Granular filter shall be 3" of 3/4" clear limestone under rip rap on 2 layers of 5OOX MIRAFI fabric or equal. mjk ':s' Granular Filter SECTION A -A NTS ':;: N Granular Filter MIRAFI 5OOX Geotextile SECTION B -B NTS UffOFI RIP RAP CHMSEJ DETAIL REVISED: 12-19 ENGINEERING DEPARTMENTI PLATE NO.: 3107 I FILE NAME: G:/ENG/SPECS/3107 See City Plate No. 3107 for riprap placement. ISOMETRIC NTS Provide 3 anchor clips to fasten trash guard to flared end section. Hot dip galvanize after fabrication. Tie last 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. Hncnor both sides. f NOTES: 1. All reinforced concrete aprons shall be furnished & installed without trash guards, unless otherwise specified. 2. All new reinforced concrete aprons on new pipe shall have the joints tied back for the first 3 joints from the apron. 3. All new reinforced concrete aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. Trash guards shall only be placed on inlets when specified. M10F I FLARED END SECTION REVISED: 10-16 PLATE No.: ENGINEERING DEPARTMENT 3108 FILE NAME: G: ENG SPECS 3108 TRASH GUARD SIZING Pipe Size Bars `H' Bolts 12"-18" 3/4"0 4" 5/8" 21)1-42)1 V10 6" 3/4" 48"— 72" 1 1 /4"0 12" 1P9 Tie last 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. Hncnor both sides. f NOTES: 1. All reinforced concrete aprons shall be furnished & installed without trash guards, unless otherwise specified. 2. All new reinforced concrete aprons on new pipe shall have the joints tied back for the first 3 joints from the apron. 3. All new reinforced concrete aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. Trash guards shall only be placed on inlets when specified. M10F I FLARED END SECTION REVISED: 10-16 PLATE No.: ENGINEERING DEPARTMENT 3108 FILE NAME: G: ENG SPECS 3108 NOTES: 1. Grates to be made in (2) pieces 2. All metal shall be hot—dipped—galvanized Structure Requires (2) - Piece Grate Per Drawing See S�°pe 12"min. Hole ri rY 9fz3 jmaath Bar J ® 4" o.c. each way See Detail A—A 57"0 Q. D. 1 /4"xi " Flat Steel. (4) 1/2" 0--13 UNC Hex Head Stainless Steel Bolts With Nuts and Washers 1/4" Steel Plate 30 Degree Arg(e HWL outlet N.W.L. pipe 12" a� �L r x N N 48'pm1in. S0 e �S inlet°r pipe s�o a0 Monolithically Poured Concrete NOTES: 1. Standard pipe bedding required on both inlet & outlet pipes. 2. Tie last three joints. Use two tie bolt fasteners per joint. DETAIL A—A Cfff OF POND OUTLET CHMS11 I CONTROL STRUCTURE E :3-19 ENGINEERING DEPARTMENT PLATE NO.:3�� ME: G:1ENG/SPECS31O9 I Ou Draintile See Detail A—A 1/4" steel plate 7 Structure Requires (2) - Piece Grate Per Drawing NOTES: Inlet Outlet PLAN VIEW Draintile #5 Smooth Bar ® 4" o.c. each way 57"0 D.D. —1 /4"x1 " Flat Steel. 1 �Anlet (4) 1/2" 0--13 UNC � Hex Head Stainless Steel Bolts Nuts & Washers 1. Standard pipe bedding required on both inlet & outlet pipes. 2. Tie last three joints. Use two tie bolt fasteners per joint. 3. Offset for weir wall will be called out in special conditions for project. 4. Grates will be made in (2) halves of hot—dipped—galvanized metal. 5. Weir wail to be poured in—place.*(Using Pre—Approved Hydrophilic Water Stops) or Manufactures Precast Structure, no slide in weir walls. 6. Weir wall to be offset 6" in structure towards inlet side of structure. sof BIORETENTION STRUCTURE MMSEN WITH WEIR & DRAINTILE REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: 3109A FILE NAME: G:\ENG\SPECS\3109A 30 Degree Angle N.W.L. - Control VIII •• .•. co HWL Bioretention Layer A? _ —I I y � — Elev. N.W.L. ti EIBv. C)—•-- .w -IIIDraintile • core drill if �. Inlet constructed Pipe in the field ;,•' • `." Outlet � I—III Pipe 1 I I=III= =1 I 77 N L o '; III—III =I I �! • • I—III .�, —III •.: ' ' • �� • � ... III—I I—III—I l=1 I 48"min. 1. Standard pipe bedding required on both inlet & outlet pipes. 2. Tie last three joints. Use two tie bolt fasteners per joint. 3. Offset for weir wall will be called out in special conditions for project. 4. Grates will be made in (2) halves of hot—dipped—galvanized metal. 5. Weir wail to be poured in—place.*(Using Pre—Approved Hydrophilic Water Stops) or Manufactures Precast Structure, no slide in weir walls. 6. Weir wall to be offset 6" in structure towards inlet side of structure. sof BIORETENTION STRUCTURE MMSEN WITH WEIR & DRAINTILE REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: 3109A FILE NAME: G:\ENG\SPECS\3109A MANHOLE CASTING & LID AS PER DETAIL 2111. —SEE DETAIL 2110 FOR RING ADJUSTMENTS. 6' CONCRETE COLLAR, RESTRAIN ALL JOINTS ON THE INLET SIDE AND FIRST 3 JOINTS NOTE: ON THE OUTLET PIPING. o ACCESS SHALL BE PROVIDED TO BOTH SIDES OF THE WEIR FOR MAINTENANCE. TOP OF WEIR ELEVATION VARIES DEPENDING UPON DESIGN POND ELEVATION VARIES PARAMETERS. 0 + USE REINFORCED CONCR TE PIPE TT F. FOR OUTLETS. g" �� y• . FLOW 12" MIN. s PIPE LENGTH AND SIZE WILL VARY. REINFORCED CONCRETE OR DUCTILE IRON PIPES CAN BE USED FOR THE INLETS. DON'T USE APRONS OR TRASH GUARDS IF PIPES ARE UNDER WATER. WEIR TO BE REINFORCED WITH ##4 REBAR, 12" ON CENTER. ''• STEPS .ti FLOW USE REINFORCED CONCRETE PIPE FOR OUTLETS. 4. i T WEIR ALL STRUCTURES TO BE FORMED AND POURED INPLACE OR PRECAST ASSEMBLIES NO SLIDE IN WEIRS WITHOUT ENGINEERS CONSENT Cfff OF SKIMMER STRUCTURE 5� WEIR MANHOLE REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: 310913 FILE NAME: G:/ENG/SPECS/3109B d (IN.) 12 H (IN.) 34 8 (DEG.) MIN. MAX. 130 230 y (IN-) 12 D 15 34 130 230 12 18 1 34 130 230 12 w j 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 54 1 150 210 12 18" or 24" 000 000 OO FLC 000 H 000 C/L 000 000 FRONT SIDE BAFFLE PANEL %" DIA. ANCHOR BOLT 2" EMBEDMENT 1" x 1" STEEL TUBE FRAME NUT W/LOCK WASHER '] ETAll A 4" THICK POURED INVERT SLOPING TO CENTER OF STRUCTURE. OUT W TOP VIEW OF SUMP C/L MANHOLE CASTING & LID AS PER DETAIL 2111 b INLET .4" This generic detail does not encompass the sizing, fit, and applicability of the Baffle for this specific project. It is the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and regulations. REVISED: 12-19 FILE NAME: G:\ENG\SPECS\3110 BAFFLE STRUCTURE STANDARD SUMP MANHOLE WIBAFFLE ENGINEERING DEPARTMENT IPLATE NO.: 3110 PL 15 Noy' 6" Topsoil, Seed 1 & Mulch or Sod. Draintile Surmountable - Concrete Curb CL 30' 15.5' to Back 30' 15.5' to Back Wear Course to be 1/2" Above Edge of Gutter 2.0% Pi 1.5 : 1 raintile 2"—MNDOT 2360 SPWEA340C Tack Coat — 2357 2"—MNDOT 2360 SPNWB330C 12"—Class 5 Aggregate Base 24" MNDOT 3149.2E Select Granular Borrow (*See Note 7) Not to scale NOTES 1. Typical right—of—way-60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 6" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. S. Draintile shall be placed along both sides of roadway. See plate 5232 for details. Uff OF TYPICAL MMS11 RESIDENTIAL STREET SECTION REVISED: 3-19 PLATE No.: ENGINEERING DEPARTMENT 5200 FILE NAME: G:\ENG/SPECS/5200 PL 6" topsoil, seed & mulch or sod. B-618 concrete curb CL 30' 18' to Face 30' 18' to Face Wear course to be 1/2" above edge of gutter 2.0% PL 2.0% 1' 1.5 1 LL 2"—MNDOT 2360 SPWEB440C Tack coat — 2357 2"—MNDOT 2360 SPNWB330C Tack coat — 2357 2 1 /2"—MNDOT 2360 SPNW330B 12"—Class 5 aggregate base 24" MNDOT 3149.213 select granular borrow (*See note 7) Not to Scale NOTES 1. Typical right—of—way-60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 6" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. Uff OF TYPICAL COMM ERCI AL/I N DU STR I AL MMSEN STREET SECTION REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G: \ENG\SPECS\5201 5 2 01 CL 18' 18' 8' 4' 6' 12' 12' 6' 2' Min. 2.0% 51ope 3.1 5\ope �� fax• Ma'` 4' Ditch Bottom 2"—MNDOT 2,360 SPWEA340C Tack Coat — 2357 2"—MNDOT 2,360 SPNW3300 12"—Class 5 Aggregate Base 24" MNDOT 3149.213 Select Granular Borrow (*See Note 6) 6" Class 5 Aggregate Base Shoulder Not to Scale NOTES 1. Typical right—of—way-60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 6" Topsoil placed in disturbed areas. 5. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 6. A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. OF TYPICAL toS RURAL nIIl� 1► �A►1 STREET SECTION REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 5202 FILE NAME: G: /ENG/SPECS/5202 10210T.-MA10AMU61�0V03WE7070WIM I WA6`l III EMO -1l111 LI SAWCUT ALL BITUMINOUS EDGES. (TYP. ) 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB330C 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA_ 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL, 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. Cfff OF TYPICAL STREET MMSEN PATCHING BITUMINOUS REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:/ENG/SPECS/5202A 2 D A TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS E (TYP.) EXISTING MANHOLE OR GATE VALVE 1N. EXISTING BITUMIOUS SURFACE 24" 1/4" ABOVE CASTING I I I I I m"��►�%MANIAZ�I�� 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB330C PATCHING NOTES: 1. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINGS. 7. RE—APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 9. MNDOT 2360—ORDINARY COMPACTION METHOD REQUIRED. 10. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. 11. IF CASTING NEEDS TO BE ADJUSTED SEE DETAIL PLATE 2110. 710F TYPICAL STREET PATCHING AT MANHOLES OR cmslGATE VALVES (BITUMINOUS) REVISED: 12-19 PLATE Na.: ENGINEERING DEPARTMENT 52028 FILE NAME: G: /ENG\5PEC5\5202B 6" Distance to �_ variable 1/2"r 3"r 1'2„r� Top Bituminous Material siOpe N C° 4” er ft18" qo3 MnDOT B618 Concrete Curb and Gutter 6 Distance to variable 1 /2"r� 3"r 1 �2„r Top Bituminous Material a slope 3 3'4” per ~ MnDOT 8612 ,• • Concrete Curb and Gutter •a n N 8„ 12". NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12R16" Tap Bituminous Material 68"R C N 0 r a . a , e` 1,2r r d r L • a n A (� 17 1/2"10 1 /2" Surmountable Concrete Curb and Gutter 28" �I 4" 4 1 1 /8''r Bituminous i Surface NJ-- 12 Bituminous Curb r N 4" Shoe Formed _ IT CITY OF TYPICAL CURB MMS13 AND CUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 5203 V FILE NAME: G: /ENG/SPECS15203 B618 CUR[ & GUTTER TYPICAL RESIDENTIAL RADIUS — 20' TYPICAL COLLECTOR RADIUS — 30' L I- 6" height 5' long transitional height curbing' MNDOT B618 CONC. C & G 2"drop 4" height 7„ f SURMOUNTABLE C & G SECTION A -A 10 M10F TYPICAL CURB mmsix RADIUS REVISED: 3-16 PLATE No.: ENGINEERING DEPARTMENT 5204 FILE NAME: G:\ENG\SPECS\5204 R, 0. � 4 co ni inn A RIR r+i ITTrn STANDARD CUL-DE-SAC 48' RADIUS NOTE: ALL MEASUREMENTS SHOWN FOR STREET WIDTHS ARE TO BACK OF CURB. RADIUS SHALL MEET CURRENT FIRE CODE REQUIREMENTS. REVISED: 12-19 FILE NAME: G:1ENG/ TYPICAL. CUL-DE-SAC 111,11101 owl fairillo Lill 5205 28' 1 (TY 26' ?8' RAD. (TYP. ) 96' DIAMETER CUL-DE-SAC 0 N 20' 1 20' MINIMUM CLEARANCE AROUND FIRE HYDRANT 120' HAMMERHEAD 20'---� 28' RAD. (TYP.) 70'- 20J 50' ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD RAD. 'P.) Cfff OF TURNAROUND REQUIREMENTS s FOR DEAD—END FIRE APPARATUS ACCESS ROADS (FIRE LANES) REVISED: 12-19 PLATE No.. FILE NAME: G: \ENG\SPECS15205A ENGINEERING DEPARTMENT 5205A FUTURE STREET EXTENSION AREA. q irvcTei 1 -2 TFmPf)ARY BARRICADES AT THE IL—DE—SAC. NOT TO SCALE NOTES: T— L DEPTH STREET CONSTRUCTION AREA. PORARY CUL—DE—SAC AREA. TEMPORARY BITUMINOUS PAVING. HIGH TEMPORARY TUMINOUS CURB. 3" BITUMINOUS BASE 2360 f-6" CL. 5 AGGREGATE BASE 4" TEMPORARY BITUMINOUS CURB, HAND OR MACHINE FORMED EXTEND FUTURE SEWER/WATER LINES 10' BEYOND THE TEMP. BIT. CUL—DE—SAC. A HYDRANT & GATE VALVE SHALL BE LOCATED 10' BEYOND THE TEMP CUL—DE—SAC Cfff OF ceAnesssm REVISED: 1-20 FILE NAME: G: \ENG/SPECS/5205 TYPICAL CUL-DE 0aIs] III»:4I1[e 13 a 90 0141MA10111 TEMP. -SAC PLATE NO.: 5205B 36" �3/4" slope per foot 3" up from ❑ ° ❑ ❑ — n — bottom andoff„ ° ❑ ° v fire 6" from 8 sides. ❑ v ❑ ❑ ❑ v . ❑ v ❑ T Class 5 aggregate base �4—#4 Rebar SECTION A -A No Scale NOTES: 1. 1/2" Preformed joint filler material — AASHTO M213. 2. Contraction Joints 8' D.C. in Cross Gutter. 3. Max. Spacing for #4 rebar is 2' on centers for wings. Cfff OF STREET INTERSECTION MMSMICONCRETE VALLEY GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G: /ENG\SPECS/5206 2 3/4" per foot 18" 3/4" (1:1) Rounded Bullnose at Gutter Line 5' -8" Sidewalk 8" Bituminous Pavemen Slope.53. G11 DE ; . . �nlr�. � ax � MAXr�Ax a Sidewalk. at 2.% �� a �.. a . ••r -;.r-.;. F.; r•.;:r•.;: ;•. i��-rr.rl:rr'�'_r iy._. .6 r-{..• .'3 �F. 3" Concrete Pavement 6" se #4 (1 /2"} Rebar 6" Class 5 Base Incidental to Apron �- Slab Reinforcement SECTION A- A No Scale 6'[— Right—of—Way 36' Max. Industrial/Commercial A B618 Curb & Gutterl4 Bituminous Sidewalk Location R-20'-30' Contraction Joints ----% L ---A Max. Spacing in PLAN Valley Gutter is 8' No Scale Eno \—Box Installed Over Water Service Expansion Joint (typ) NOTE: 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Maximum pavement slope allowed within 30' of the street is 4.5%. 4. Aggregate used in the concrete mix shall be granite. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1 A series with a 8" opening frame & cover or equal shall be installed. 6. Highback curb must bepoured monolithically with driveway, surmountable curb may be poured separately. M10F 6'9ANHASS IREVISED: 1-20 IFILF NAMF: G: /FNG\SPECS/5207NAMF: G: /FNG\SPECS/5207 COMMERCIAL/INDUSTRIAL CONCRETE DRIVEWAY APRON IIIII►IN101alai :1101M11219_l i1111►►►ImillI PLATE NO.: 5207 d�+ R-20'-30' Contraction Joints ----% L ---A Max. Spacing in PLAN Valley Gutter is 8' No Scale Eno \—Box Installed Over Water Service Expansion Joint (typ) NOTE: 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Maximum pavement slope allowed within 30' of the street is 4.5%. 4. Aggregate used in the concrete mix shall be granite. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1 A series with a 8" opening frame & cover or equal shall be installed. 6. Highback curb must bepoured monolithically with driveway, surmountable curb may be poured separately. M10F 6'9ANHASS IREVISED: 1-20 IFILF NAMF: G: /FNG\SPECS/5207NAMF: G: /FNG\SPECS/5207 COMMERCIAL/INDUSTRIAL CONCRETE DRIVEWAY APRON IIIII►IN101alai :1101M11219_l i1111►►►ImillI PLATE NO.: 5207 NO CONCRETE CURB & GUTTER d 10' OVER FROM PA y 0 t o SAW OR HAND TOOL CONTRACTION JOINTS 1/3 THE THICKNESS OF THE SLAB. m w— BOX INSTALLED OVER WATER SERVICE i �24 'MAX WIDTH AT R.O.W. ............. ... _.... 6" MIN. DEPTH. Right—of—Way • 8'MAx=—� •.w EXPANSION JOINT 0 9 Y BACK OF APRON 18' a a JOINT SPACING' ppa 1 0 0.5 4 44 a a 4 d . 3 0.5' 1 ° 4 ° ' d EDGE OF iEND OF DRIVEWAY 71, EX. PAVEMENT SAWCUT UNE • DOG LEG JOINT NOTE: On bituminous streets contractor must sawcut and replace min 18' strip of street section with some pavement type to match existing street section. New concrete driveway shall be offset back 0.5' from existing bituminous pavement. Driveway thickness shall be a minimum of 6" of concrete with 6" of class 5 for base Use #4 (7/2') rebar slab reinforcement in r.o.w. placed 0 2' on centers. if water shutoff is in the driveway pavement a cover as manufactured by mcdonald 74mla series with an 8' opening frame & cover or equal shall be installed. If radius is installed, a minimum of 3' Is required. I 10' OVER FROM P/L a I� I� m I._9--Right—of—Way 3' A CONCRETE CURB & GUTTER 6" DEPTH MIN. EXPANSION JOINT 0 BACK OF APRON 124 'MAX WIDTH AT R.O.W.-_ A a 8, AX - d JOINT X4CIN% a e a 0 4 a d 46 a ca Ca a �aREBAR e n a fi. �•4 i 2`1 ' 2.0' K 1 -r[ -SAW OR HAND TOOL CONTRACTION JOINTS 1/3 THE THICKNESS OF THE SLAB. . SIDEWALK IN R.O.W. 3' r— BACK OF CURB a 4 T / — STREET EDGE �� L BOX INSTALLED OVER WATER SERVICE 3/4" ROUNDED LIP DOG LEG JOINT NOTE: Contractor must sawcut and replace min 18" strip of street section with same pavement type to match existing street section. Driveway thickness shall be a minimum of 6' of concrete with 6' of class 5 for base Existing concrete curb section left inplace must be a minimum of 5' to the next joint. sawcut a straight edge if more than 5' is lest Inplace as long as proper drainage is maintained. otherwise remove to the next full joint_ 2� Use #'4 [1/2') rebar slab reinforcement in r.o.w placed 0 2' on centers. drIll and epoxy into existing concrete a e REBAR a 4'.. to a minimum depth of 4". i 6. Place expansion felt behind surmountable curb prior to driveway installation. 'd If water shutoff is in the driveway pavement a cover as manufactured by mcdonald 74M1A aeries with an 8' opening frame & cover or equal shall be installed. + J If radius is installed or existing curb is not surmountable, sawcut &remove all existing curb in front of -1 I61 driveway from radius to radius. 2•D' I Highbaclk curb must be poured monolithically with driveway, surmountable curb may be poured separately. NTS If a Radius is Installed, a Minamum 3' Radius Is Required. Uff OF CONCRETE RESIDENTIAL �r�r DRIVEWAY ENTRANCES Ll1�A►lrl� WITH AND WITHOUT CURBS REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPEGS\5208 208 10' OVER FROM P/L NO CONCRETE CURB & GUTTER ! � a !a I $ 50' MAX DRIVEWAY WIDTH INSIDE PROPERTY IF HARDCOVER ALLOWS 24' MAX WIDTH AT R.O.W. Sidewalk Approx. 8 Locationin R.O.W. F 3' 3'� 3' 3' BOX INSTALLED OVER WATER SERVICE EDGE OF EX. PAVEMENT 18"J SAWCUT LINE END OF DRIVEWAY SAWCUT ALL STREET PATCH AREAS AND NOTE; TACK BEFORE PAVING. BITUMINOUS STREETS CONTRACTOR MUST SAWCUT AND REPLACE MIN 18" ®ON STRIP OF STREET SECTION WITH WEAR PAVEMENT TO MATCH EXISTING STREET SECTION THICKNESS. DRIVEWAY THICKNESS TO THE RIGHT OF WAY SHALL BE A MINIMUM OF 2-2" LIFTS OF BITUMINOUS WITH 6" OF CLASS 5 FOR BASE IF WATER SHUTOFF IS IN THE DRIVEWAY PAVEMENT A COVER AS MANUFACTURED BY MCDONALD 74M1 A SERIES WITH AN 8" OPENING FRAME & COVER OR EQUAL SHALL BE INSTALLED. IF A RADIUS IS INSTALLED, A MIN. OF 3' RADIUS IS REQUIRED. I CURB & GUTTER 10' OVER FROM PACONCRETE ! } L 4 a } 50' MAX DRIVEWAY WIDTH INSIDE PROPERTY o IF HARDCOVER ALLOWS m N 24' MAX WIDTH IN R.Q.W. ............... R.O.W. F3'— 3' BACK OF CURB I3' 3' f d d 8 8DX INSTALLED OVER WATER SERVICE NOTE: DRIVEWAY THICKNESS IN R.O.W. SHALL BE A MINIMUM OF 2-2" LIFTS OF BITUMINOUS NTH 6" OF CLASS 5 FOR BASE ■ IF THE CURB NEEDS TO BE REPLACED THEN THE ABOVE DETAIL FOR STREET REPLACEMENT SHALL BE USED AND THE EXISTING CURB SECTION LEFT INPLACE MUST BE A MINIMUM OF 5' TO THE NEXT JOINT. SAWCUT IF LESS THAN 5' OF CURB WILL REMAIN TO THE NEXT JOINT AND THE GUTTER LINE MAINTAINS PROPER DRAINAGE. OTHERWISE REMOVE TO THE NEXT FULL JONT. IF WATER SHUTOFF IS IN THE DRIVEWAY PAVEMENT A COVER AS MANUFACTURED BY MCDONALD 74M1A SERIES NTH AN 8" OPENING FRAME & COVER OR EQUAL SHALL BE INSTALLED, IF A RADIUS IS INSTALLED, A MIN. OF 3' RADIUS IS REQUIRED. LTff OF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES CWSEN WITH AND WITHOUT CURBS REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 5209 FILE NAME: G:\ENGISPECS15209 w z VARIABLE w r a- a- I 1' HYDRANT VALVE BOX 6" 6" d VARIES 5'-6' (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY CURB 4" CLASS 5 BASE 2' 3' 2'-6" Min. FOR CONCRETE THICKNESS SEE NOTES BELOW NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE 8" IN THICKNESS. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 4. AGGREGATE USED IN THE CONCRETE MIX SHALL BE GRANITE. 5. SIDEWALKS SHALL TAKE GRADE PRECEDENCE THROUGH DRIVEWAYS. M10F CONCRETE a=o SIDEWALK REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G: IENGISPECS/5214 5214 lL m _ w mm U m � Z i JOUm ¢ < a o z N O WS Yr r K woU p x < w In C) Ka m K -�Uo Z� �_ U w Q W ttm <oz F < O NO m O U 20 U < x 2mmU OO K ZZ H o �Jw< <M - W K F oo w r< W r NF w Fo o oN > wr ao o < w«w KO < x o w UO �m y � �3 o o < Wm w mwd o w =N0~ Zw =m F wz�p N ��tnd J� w� O �O Z F O K� OUI �W M m mo O <W U1 C7 m w� Q z0: Ox z U D U O Ml�i N D Y J m oo zw > << o U < ._ Z < v J< oo w 3 z � o �< az o ow wIn �_In of vi m< zr E�wY w o w < o < In < 3 o In In o_ z o0 0 �a wz Ja or Nm Fz < rw o Jo w oW " ow az �m oQ < w J K 0wmw �o xo U In p N w ~ 0 0� F< o� oo a �a a oz a m . < 1"o zQ �w aQ=� Qo o z , ao - w w zm «Inm N o o� < a ?,, w, wcmi w3 wa m o =a z -3 mo �J No wzo� [r< N o m rz o c<i ww '^ ?0 3� <o zm �� o mw �m�N I„w < a J'n a< �In < wQQ m QW �< Zw F dp dp mr0 m w w" a0 row Ja ma m a z << "' FFrc < �w oo m> �F z o o� o'- wU ? z �oJ� o0 a J ao W z� aN < < < of z� m< w� z0�3 �< z <i �x �m o ow nm ww w m� �o < ?< m< �� w w= Yz o o i omFm a, z w zN vi� Ino am o=oF zo a o oN <o 00 o Wz W wo < m� x - <w <� xw m _ o �x cn w inw mN oir n <c> 3U o �< _ ~mow x �x< mz z In x o az Owr=Q �U C7 �r Q wmw N< m3 Uo z o 0 3Na m �w o �� m K ¢x wO w� w <w z <o F oa "� o� a U ao <� v cul a3z� acn >y wm �a� Gi Ina z� w In wo z rr o ow z ow <o `O �� - z w Ina : NFa m' > Ino mUo wz o �< wo oz - �4w< o < ww z w <o oz > O w oIn F of o o in oo J< mini w . o W wIn �m ino a 4 >3 mw rn< in o0 Z In Ing �o ?o i3 U m UU « —3: oes e O OOO O ® 0 © Q 30VjHns 3l3VNlVM W b0 313VNlVM-NON NIVM © tt O U W < < b < < w 3 3 r o < z 3 w 0 MnDOT STANDARD PLAN SHEET N0. 5-297.250 (1 OF 5) Clff OF Pedestrian Curb Ramps CHMNSEN P a g e 1 o f 5 REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: 5215 FILE NAME: G: \ENG\SPECS\5215 0 w K \ < � o 5�0 z z J zra m o z 0w o� UJ zo coo tt U J 3 O3 W n U o 0 C w •� z U � W a < 1 z a LO� U K� U (J MnDOT STANDARD PLAN SHEET N0. 5-297.250 (1 OF 5) Clff OF Pedestrian Curb Ramps CHMNSEN P a g e 1 o f 5 REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: 5215 FILE NAME: G: \ENG\SPECS\5215 V I [V 3aVJU 13 i1SVNT+M-NON / amR J Q Fg a0 0 hi F- , LU 70 LU r Qo�s� 3 fDz�W a a wu'�a � k # ougm arc m N yW W^ OS0 O WOG W IOW O 4 WM O �W um a `b'e x�y'r zom� e a=�� o� ai a .n ��Si�m�waxa�go c�a ¢ N? 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VCU _ 2 o g gerB $m g� �r� e e rc¢ W a n H a a 6666 ® eme 0 ® 00® Uff OF Pedestrian Curb Ramps CMSEK I Page 2 of 5 E EVISEa: 1a-16 PLATE NO.:ILE NAME: G:/ENG/SPEGS15215A ENGINEERING DEPARTMENT 521 5A Z m Q Q w Z K Z K U U W U V a ~ aN ¢� o z a K Na NW w oK � w< z �z " zz � N Z N W a m z wz i < ww ¢ w H o- O-ui H a ZI x O a N N F } Qd Qd¢ W m U� N zZ ZO = NK¢ NK OF Z�Z V O �U Q Q¢KKQO d o0 -0K w z z w a z O U a \a z F F r mW < m o iw z Q Iwo mX z K ZFK a w z §j azo 3xQ � K POP v c�z OK wx w U K U M NWa �wK > ¢ o m x moa m0U o CSN ~ K�1+1Fzo �o o z W J za a s �Qo �Qz vxi OZ U� 3 JOO Q a:o :.- ¢` oa O LLJ v wooi woa mZN 0- �� ¢ FH 0 H NZK NZD QW Hx m OJO Q J U1 W' KZ W Za O >Z KKK KKK W WO Wt K %U W w O as K oZ a> H e UH 8�> E) O Zaa Oz 6 60 ( Q W Qo U>¢ W Q OKm IIIc jT ED N 1 N� I1 W W Z Z � U :a:° N11 d > > z W N w a a F - m m xoO � 3zNz z K Hw o <oT<oU W m \ 3>in> �of W �� vaia wa QU �Q W � ~0 Z OOQ \F F- O Z I-- < m w f v K Ld K W O Q z W d — iV � O W K U Ka U a E) oa om a� o K z m� M ¢O: 4 K KNa Z N O da Z K F (aj ~ mzmz l7 - mH ZU, Z Im mO > z� 3>,�' z moxa uaiawa 1 �wwa I WDOT STANDARD PLAN SHEET N0. 5-297250 (3 OF 5) STANDARD APPROVED: MAY 10, 2012 MyOF Pedestrian Curb Ramps CUMEMSEN Page 3 of 5 REVISED: 10-16 PLATE NO.: FILE NAME:c:\ENc\SPECS\52158 ENGINEERING DEPARTMENT 5215B WaZ � a w, oWw OJF W W d W ¢ m 3M ILU� 6trc 4 F rc w 3w 9az� 6 WF Zao NS <w O J m �w oYod < rci,J wZ FNk XQ Z� w < W Z J� wNOK m N4 �� Lhw o z o <N ozd w w¢ < ro 3 z m0 H o W ¢ KO <Fmz QU urSK fW:l< U. 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O 2z N 0 M j J IU -i ..o° VO Vo Q w .°o•o WU W NZ U 0 W Jo M W o J v 3U O vo-i 3 v' oN z 0 U N N K N< '� JZ N p Q N ce o U UZ (L O CLF- 5,- S� H~ Q o F— a a 3 Q eV > :$,' o 0 v, o' • io o' v I d W N K r yW W fZ.'1 Ya <w N �lwaw cWi <rc J< O M, 0< Q iM zN wK [JTZ Wig H oV Wm o plJi j WQ 0:Q 1 05 U K rc oo Z ¢ a W �� dz dpr S .00 p �<J < < �[U UJ W rr- 5w <w m O J U J< U <Q JU <W Q <� < 310 o W 50 ac arc a< O 3 ZN Q aW M Wo oI N Z� H U MZ Z Z MnDOT STANDARDPLAN SHEET NO. 5-297.250 (4 OF 5) crff OF Pedestrian Curb Ramps MMSEN Page 4 of 5 REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 5215C FILE NAME: G: \ENG\SPECS\5215C \�\ H > Ld \C) § Ye k\ [k §» 8 >a F. § ■a»vG ` Z� Q ° �^ $: H Uff OF amsl REVISED: 10-16 1 > Wil g i §§k`qa/.` w■ §0 <) \ ( 2§ §K2g§ § �Z �w Z §.a£»»4 _ § § 2§!§B |§§\/(§ Z �w%W� \a§q§f� |k�§§�$ r k 'L WD m¥O. » 2 a�E0©`! §mg§§=! ,G zae»a-- k 2 \�k§Ik§ §1/�M:§ m 3i w w § < lwl -, § § §j§§|wo2.t\\2f<° u§: W ■) l2ma�/■ § ) §22M2saw §Naos !w. Moz.O,a W �=K§aM«6<@ M02� O2 § i§ k|6k§wPI kfa<',}= _. aw(L OB;lmo. M ©� 2§|!§3§° 0<0F�MB 0� E*k2®,;§ §|§W§&] I WOEn - >MM05w §§o$%!§ M�F o«*� ° ®mow(nw%¥b )§§§/§O 2-E)Sk E) S \ * _e/s_.250 �� P@/OS{FIGO Curb Ramps Page 5 of 5 PLAT NO.: TOPSOIL TYPICAL ar■itww+e 1/4" PER FT. SLOPE TOWARD ROADWAY VARIES CURB . . L: 6"TOPSOIL 12' 3" MNDOT 2360 SPWEA340B J 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOILS ENG. a :A rr w a_ 0 US VARIES 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND RE—VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB—GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . 6. A 20' RADIUS SHALL BE USED WHEN TRAILS INTERSECT TRAILS. 7. NO RADIUS USED WHEN TRAILS INTERSECT SIDEWALKS. UffOFI BITUMINOUS MMSE1 TRAIL REVISED: 1-20 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:/ENG/SPECS/5216 L 1 Typical Street & Traffic Sign Installations 9" x 42"Double Faced Aluminum Street Sign GORDO DRIVE — Both Directions 2" Square. Galvanized Steel Post 2.42 LBS/FT. Anchor Plate Kleen Break Model 425 or Equal. Concrete Installation ![A a---( c i� INSTALLED CROSS SECTION VIEW c d 0 H 1 Traffic Sign as Required 3 LB. 7' Upper Galvanized Steel Sign Post (2) 5/16" x 1 " — Post Bolts — Tamperproof with Washers 2' Min. Curb 3 LB. 10' Anchor Post—Pneumatically Driven L114VA no • o' PARTS LIST A SURFACE MOUNT ANCItOR BASE B RUBBER BUSH ING C LOCI( WASHER 65)8"-11 . A" 5NEAR BOLT D-1 SHOULDER E TOP HALF COOKER F 5/8"-11 SERRATED FLANGE NNE G SIGN SUPPOET R SIGN SUPPORT LOCKING WEDGE I ODNCRETE MOUNTING EASTENER(na mdudW) Q 0 J Soil Installation 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent 952-227-1303. 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Public Street Signs Shall be White Lettering on Dark Brown Background Double Faced DG3 High Intensity on 0.08 Aluminum. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be white on Blue Background. aff OF STREET AND TRAFFIC SIGN INSTALLATION REVISED: 3-16 ENGINEERING DEPARTMENT PLATE No.: 5217 FILE NAME: G: \ENG\SPECS\5217 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. SIGNS TO BE A MINIMUM OF 12" X 18". 2. RED ON WHITE IS PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Cfff OF FIRE LANE jMsEN SIGNAGE REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5218 FILE NAME: G: \ENG\SPECS\5218 CITY PROJECT NO CITY OF CHANHASSEN SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE House #__________- Street Name ______- Lot _____ Block_____ Plat/Addition Name SEWER: Downstream Manhole No._______ Sta. at P.L. from Downstream Manhole _____+______ Elevation at C.L. of Sewer Main_______ Distance from Sewer Main to Cleanout_________ % of Grade for Service to be installed Length, Size and Type of Service Pipe__________________ Depth at P.L. (Finish Surface to Invert)_______ Main to Riser Horizontal Distance______, Riser Vertical Height WATER: Downstream Manhole No._______ Sta. at P.L. from Downstream Manhole _____+__ Length, Size and Type of Service Pipe ________. Depth at P.L. (Finish Surface to Curb Stop block) I —Denotes Sewer Service End ©-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) Contractor Tied by Location and Depth of Service Certified by Foreman Date NOTE: Service ties shall be swing ties of not more than 100' in length between tie points and shall be tied to permanent structures such as building corners, valve boxes, manholes, catch basins, hydrants, etc. Ties to trees, power poles, property corners, telephone or utility boxes will not be accepted. If a permanent structure is not availble within the 100' length a third tie point of not more than 150' shall be supplied. Cfff OF STANDARD SERVICE TIE CARD REVISED: 11-19 PLATE NO.: ENGINEERING DEPARTMENT 5221 FILE NAME: G: \ENG\SPECS\5221 M N D of 3733 GEOTEXTILE (TYPE 1 NOTCH CLAY SUB—GRADE FOR PIPE PLACEMENT 10" e P a ` e . a C ' • s ♦I.I. IIII ♦iI � • BOTTOM OF PVC DRAINTILE PERFORATED WITHOUT SOCK �f r PIPE DETAIL 6" CONC. COLLAR GROUT NOTES: AROUND 1. CLEANOUTS REQUIRED AT 200' MAXIMUM s PIPE INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS—BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. ;- 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. SLOPE TO OUTLET 5. ALL DRAINTILE TO HAVE TRACER WIRES. C1T�OF 4" SUB—SURFACE s DRAINTILE :��1I.y3�i"dpi, ENGINEERING DEPARTMENT I PLATE NO.: 5232 FILE NAME: G. IENG/SPECS/5232 6" . Topsoil d � O `` ❑0 0000 1 n . 0 iN� PIPE DETAIL AGGREGATE BASE COURSE FILTER AGGREGATE MNDOT 3149.2H MNDot 3733 GFOTEXTILE (TYPE 1) WRAPPED TRENCH 4" PERFORATED PIPE SDR 35 (SCHEDULE 40 REQUIRED UNDER ROAD CROSSINGS) TRENCH DETAIL )M OF 4" PVC DRAINTILE )RATED WITHOUT SOCK NOTES: 1. CLEANOUTS REQUIRED AT 200' MAXIMUM INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS—BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. ALL DRAINTILES TO HAVE TRACER WIRES. GROUT— AROUND PIPE 6" CONC. COLLAR ZSIOPE TO OUTLET M10F ALTERNATE 4" SUB -SURFACE 1��i11 DRAINTILE REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: 5233 FILE NAME: G:/ENG/SPECS/5233 HUB WITH THREADED METAL PLUG TO BE SET UNDER YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW FOR LOCATES VIA METAL DETECTOR. TRACER WIRE TO BE BROUGHT UP INTO BOX WITH 4" ADDITIONAL SLACK OF WIRE. 12" X 12" YARD BOX WITH CLOSED COVER TO MATCH SURROUNDING COLORS AS APPROVED BY ENGINEER. I � I FINISHED GRADE ONE PIECE SOLID 4" PVC SDR -35 CLEANOUT RISERS. I I I—I I I I of =0) u) wl Q1 11 III III III II III II � w d III III II I II III I Z Ol w II III III III=11 III II w z - P-ILH' 11=1 4SDR-35 WYE PVC SDR -35 4" PERFORATED W CAP TRACER WIRE AS PER SPECIFICATIONS. NOTE: 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 200' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE IN TRACER WIRE BOX PER DETAIL 5501 OR AT A CLEAN OUT AS SHOWN ABOVE. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO LOCATE VIA TRACER WIRE TEST. Cfff OF SUB -SURFACE PVC DRAINTILF CLEANOUTS FOR INLINE AND END OF RUN CLEANOUTS REVISED: 12-19 ENGINEERING DEPARTMENT PLATE No.: 5234 FILE NAME: G:\ENG/SPECS\5234 CURB DETAIL BACKFILL AREA WITH ROCK WRAPPED IN MNDot 3733 TYPE 1 GEOTEXTILE FABRIC DO NOT CONNECT�— TO EXISTING -I I=1 11=1 11=1 I I=1 I I D R A I N T I L E PIPING �� EXISTING DRAINTILE, TRENCH AND PIPE 6" TOPSOIL COVER COURSE FILTER AGGREGATE 314' 4" MIN. DIA. F REVISED: 12-19 FILE NAME: G:\ENGN TRENCH DETAIL DOCK TO BE WRAPPED IN NDot 3733 TYPE 1 --OTEXTILE FABRIC cfff OFI TYPICAL PRIVATE IANHICSRR DRAIN CONNECTION ENGINEERING DEPARTMENT PLATE NO.: 5235 E D SEE UE IAIL bZ,55 4 - FOUNDATION WALL 4 MINIMUM 1.0' i POSITIVE SLOPE ON PIPE 2" MINIMUM AIR GAP SPACING 1 �" PVC 4" FLEXIBLE PLASTIC PIPE OR OPEN GRATED GROUND BOX CONNECTION TO DISCHARGE 90' BENDS PIPING d • * PIPING MUST MEET ALL CURRENT BUILDING CODES d aff OF HOUSE SUMP PUMP CONNECTION DETAIL REVISED: 12-19 PLATE Nd.: ENGINEERING DEPARTMENT 5236 FILE NAME: G:/ENG/SPECS/5236 6"f 22"t W z a O J M d 0 W p N N lal i� I N 4'-0" GENERAL NOTES - TYPE R LUMINAIRE: O1 LUMINAIRE SHALL BE CIMARRON CL1-AD-90LU-3K-3-DB-RPA4 OR FIXTURE APPROVED BY THE CITY ENGINEERING DEPARTMENT AS AN APPROVED EQUAL. FIXTURE REQUIREMENTS ARE: 3000K 90 HIGH BRIGHTNESS LED'S WITH TYPE III DISTRIBUTION 120/277 VOLTS - 50/60 HZ DARK BRONZE COLOR HOUSING WITH A TRANSLUCENT FLAT LENS O2 ARM SHALL BE DIE-CAST ALUMINUM 6 1/8" UPSWEPT ARM RIGID MOUNT WITH A 4" ROUND POLE ADAPTOR O3 LIGHTING STANDARD SHALL BE CORTEN SELF -WEATHERING SQUARE TAPPERED STEEL. MILLERBERND FUTURA SERIES SQH-SW OR APPROVED EQUAL. O4 REMOVABLE WEATHERPROOF TOP COVERPLATE. GENERAL NOTES: LIGHTING ASSEMBLY SHALL CONTAIN ALL MODIFICATIONS NECESSARY TO COMPLY WITH XCEL ENERGY OR M.V.E.C. MAINTENANCE PROGRAMS. THE EXACT LOCATION OF ALL STREET LIGHT ASSEMBLIES SHALL BE STAKED BY THE ENGINEER. LUMINAIRES BEING PROVIDED ON THIS PROJECT SHALL BE INSPECTED AND APPROVED FOR INSTALLATION PRIOR TO INSTALLATION BY XCEL ENERGY OR M.V.E.C. MAINTENANCE PROGRAM. COORDINATE THIS PROCEDURE WITH THE AUTHORIZED XCEL ENERGY OR M.V.E.C.. REPRESENTATIVE. ALL EXPOSED METAL COMPONENTS SHALL BE FACTORY FINISHED BAKED ALKYD ENAMEL TO MATCH CORTEN 4 -YEAR WEATHERING STEEL, AS PER Mn/DOT SPEC. COMPLETE ASSEMBLY SHALL BE STRUCTURALLY DESIGNED FOR 100 MPH WIND LOAD FOR E.P.A. IMPOSED. ALL LIGHT WIRES (INCLUDING RUNS BETWEEN LIGHT POLES AND STREET CROSSINGS) SHALL BE PLACED IN CONDUIT. SPLICE BOXES OR HANDHOLES SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT SERVE AN OPPOSITE SIDE LIGHT POLE. PROVIDE BREAKAWAY FUSE HOLDERS LOCATED AT DOOR OPENING FUSE: (TROM 30A - 60OV-YO66) O5 LIGHTING STANDARD BASE SHALL BE TYPE -H CASE STEEL. O6 ACCESS DOOR SHALL BE REMOVABLE WEATHERPROOF 6" X 7 1/4" X 9" HIGH. O7 PROVIDE INTERNAL GROUND LUG. OS FEEDER LEADS TO THE LUMINAIRE SHALL EXTEND FROM THE PROPER CABLES IN THE BASE OF THE STANDARD THROUGH SEPARATE 5 AMPERE IN -THE -LINE FUSES. SUITABLE SOLDERLESS CONNECTORS SHALL BE USED. FUSES SHALL BE EQUAL TO BUSSMAN IN -THE -LINE WATERPROOF FUSEHOLDER THPE HEB WITH A BUSSMAN TYPE FNM DUAL ELEMENT FUSE. CURB OF cms REVISED: 3-19 FILE NAME: G: \ENG\SPECS\5240 LIGHTING POLE ENGINEERING DEPARTMENT 5240 c c 76 �s,, SQ T112-0882 HARDWARE PACKAGE INCLUDES: (4) 1"x4" GALV. CARRIAGE BOLTS FULL THREADS. (4) ROUND FLAT WASHERS. (5) 1" NUTS. (4) LOCK WASHERS. & (4) 3"x 3"xi" TAPPED RETAINING WASHER. 8.75" TO 17" DIA. BOLT CIRCLE I•) NOTCHES IN SHAFT D ALLOW BOLT HEAD _EARANCE "DIA. LI X ALL RADIAL SECTIONS NORMAL TO AXIS +/— 3- 3'p 00 PITCH ALL RADIAL SECTIONS NORMAL TO AXIS +/— 3° HELIX MUST BE FORMED BY MATCHING METAL DIE (SIDE VIEW OF TRUE HELICAL FORM) NOTES 1. FINISH, HOT DIP GALVANIZE PER ASTM—A155 (LATEST REVISION). 2. BASEPLATE TO BE PERPENDICULAR TO SHAFT AXIS (& 1") AND HOLE CENTERLINE CONCENTRIC (4.185) TO SHAFT AXIS. 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER AFTER GALVANIZING. 4. PILOT POINT AND SHAFT AXES TO BE CONCENTRIC .125 F/H) AND IN LINE (+/— 2'). 5. PLANE CUT SLOT PERPENDICULAR TO THE BASEPLATE. 6. PREHEAT, TUMBLEBLAST, HANDGRIND, AND CLEAN BASEPLATE HELIX AND PILOT POINT ON ALL WELDED AREAS. 7. FLAMECUT IRREGULARITIES PERMISSIBLE. (1) VALLEYS NOT TO EXCEED 3/32" BELOW NOMINAL SURFACE LEVEL. (2) PEAKS OR POLITIVE IRREGULARITIES NOT TO EXCEED 1/32" ABOVE NOMINAL SURFACE LEVEL OR INTERSECTIONS OF NOMINAL SURFACES. 8. ALL MATERIAL IS TO BE NEW, UNUSED AND MILL TRACEABLE MEETING THE FOLLOWING SPECIFICATIONS: BASEPLATE: ASTM A28—(LATEST REVISION) STRUCTURAL STEEL (CONFORM TO AASHTO TECH. B U L. 1270.) SHAFT: ASTM: A252—(LATEST REVISION) GRADE 2. STEEL PIPE PILES. ALTERNATE MATERIAL: ASTM A53—(LATEST REVISION) TYPE E OR B, GRADE B. STEEL PIPE OR ASTM A500—(LATEST REVISION) GRADE B STRUCTURAL STEEL TUBING. HELIX: ASTM A636—(LATEST REVISION) HOT ROLLED STEEL. PILOT POINT: ASTM A575—(LATEST REVISION) STEEL BAR. BOLTS: CARR BOLT PER ANSI B10.8.1, 845 JAES GRADE -5. 10. BASEPLATE IS PERMANENTLY STAMPED WITH MANUFACTURER'S IDENTIFICATION "ABC" IN 1/2" LETTERS AND DATE CODE IN 1/4" LETTERS. 11. HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. RECOMENDED TORQUE: NO GREATER THAN 16,000 FT. LB. cfff OF LIGHTING ASSEMBLY mmsof BASE DETAIL REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5241 FILE NAME: G: \ENG\SPECS\5241 26 660.4 FRONT ELEVATION 14(355.6) CAPPED ROOF W/DRIP SHIELD (4 -SIDES) PHOTOELECTRIC CONTROL DEVICE AREA LIGHTING RESEARCH #SST -IES no TWISTLOCK RECEPTACLE, 3 -TERMINAL 1000W. 240VAC (MAX) PHOTOCELL TERMINAL BLOCK CONTROL POWER TEST SWITCH, 2 -POSITION 'AUTO' -'TEST', ALLEN -BRADLEY TYPE '80OT' OILTIGHT #80OT-H2A. METER SOCKET, 200AMP DOUBLE PADLOCK PROVISION GFI CIRCUIT BREAKER, 20A/1P SURGE SUPPRESSOR, SQUARE -D #SDSA1175 CONTROL POWER TEST BREAKER, 15AMP/1P SEIMENS TYPE 'BQ' FULL DEAD FRONT MAIN CIRCUIT BREAKER 100AMP/2P SEIMENS TYPE 'ED4' #ED4213100 CIRCUIT BREAKERS, 2-60A/2P SIEMENS TYPE 'BQ', OR EQUIL. CONTACTOR, 2-60AMP/2P W/120VAC COIL. ALLEN -BRADLEY TYPE 'IEC', OR EQUAL DUPLEX GFI RECEPTACLE, 20A. ANGLE IRON BASE FRAME WITH OPEN BOTTOM RIGHT SIDE ELEVATION (25.4) I -F�JDao) 14(355.6) .0 o n o � N OPEN BOTTOM 1(25.4) DIA. MTG. HOLE (4)z BASE LAYOUT * 2 Cabinet keys to be furnished with each cabinet. 1(25.4) INTERIOR DEVICE MTG. PANEL AND CONTINUOUSLY HINGED DEADFRONT ANGLE IRON BASE FRAME (3/16" X 2" X 2") CONSTRUCTION NOTES: 1. SERVICE CABINET SHALL BE FABRICATED FROM #12 GAUGE ALL FORMED AND WELDED GALVANIZED STEEL FOR OUTDOOR WEATHERPROOF SERVICE W/HINGED GASKETED DOOR SECURED W/3 -PT. PADLOCKABLE VAULT TURN HANDLE. HINGES SHALL BE S.S. W BRASS PIN AND SECURED TO CABINET W NON -CORROSIVE TAMPE PROOF CARRIAGE BOLTS. EXPOSED SURF CES SHALL BE PAINTED A PRIMER SHOP COAT OF RED OXIDE MHD 3507 AND AN OVEN BAKED DARK GREEN ENAMEL, MHD 3552. 2. SERVICE CABINETS SHALL BE UL LISTED AND LABELED "SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT". Cfff OF STREET LIGHT IMMsEN I SERVICE CABINET REVISED: 1-10 1ENGINEERING DEPARTMENT I PLATE NO.: 5242 FILE NAME: G: \ENG\SPECS\5242 Sidewalk or Concrete area 6' Min. °7A 7' • f4 Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 7 -Approx. 1 /4" • A 'd •. T.• i I e' _ a 2» Foundation in Sidewalk �,Steel Wire Mesh or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 271 = Ground Line 36" Min-.`• 18" Min. M2 Steel Wire Mesh Longer if Directed by the Engineer in the Field Foundation in Shoulder or Boulevard areas N OTES: 1. Foundation shall be 6" longer and wider than cabinet base to be installed, or as specified in Plans or Special Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer. (Number, size and length of anchor rods shall be as required by the cabinet manufacturer. 3. Upper part of foundation shall be beveled or chamfered in a neat manner as directed by the Engineer in the field. 4. Conduit (number and size) into foundation shall be as required in Plans or Special Provision. Top of conduit shall be threaded and capped after installation (until signal cables are installed) Conduit shall project 2"-3" above concrete and shall be located inside the cabinet base where directed by the Engineer, but shall not interfere with any cabinet supporting members. 5. A 5/8" Dia. x 15" ground rod shall be installed in the foundation and project 2"-3" above concrete. 6. A sidewalk or concrete area shall be on the door side of the cabinet in all cases. 7. Concrete mix 3f52 with granite aggregate or equal to be used for foundations and concrete walks. 8. Service enclosure shall be orientated away from adjacent street/parking lot lighting. CITY OF I SERVICE CABINET MMSEN FOUNDATION REVISED: 3-19 ENGINEERING DEPARTMENT PLATE No.: FILE NAME. G:'ENG\SPECS/5243 5243 C E 0 LO I c E 00 I N 8'-0„ 2'-0" 4'-0" 2'-0" 1/2"x6" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.) 7-1/2'_'I 1„ 1'-3 1/4" 1'-3 1/4" '-Nominal 2'-2" 1 "x8"x8'-0" No. 1 MIN. Grade Lumber Ex. Ground Treated ` Wood Posts 4"x4" x 8'-0" No. 2 Grade Lumber or better APPROX. 2'-8„ NOTE The barricade board face surfaces shall be fully reflectorized in alternate silver—white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricades to be centered on the roadway, to be facing trafic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Trafic Control Devices. aff OF TYPICAL MMSEN BARRICADE REVISED: 1-10 I I ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5244 5244 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING— w GEOTEXTILE FABRIC PLASTIC ZIP TIES �36" WIDE (50 LB. TENSILE) LOCATED IN TOP 8" TIRE COMPACTION ZONE Z FLOW Fr w ~ z� M ow MACHINE SLICE NN_U 8" – 12" DEPTH 0 a_ SILT FENCE, MACHINE SLICED 1 2 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC 36" WIDE 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC PLASTIC ZIP TIES 36" WIDE (50 LB. TENSILE) /f -FABRIC ANCHORAGE LOCATED IN TOP 8" RENCH.BACKFILL WITH TAMPED NATURAL SOIL FLOW 6"MIN. FLOW OZ aw zo M 6"MIN. If ow N SILT FENCE, HEAVY DUTY 1 2 STAPLES –FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL FLOW .-- 6' k : 12 SIN. SILT FENCE, PREASSEMBLED 1 2 NOTES: SILT FENCE PER MNDOT SPECS, SOURCE 2005 SEE SPECS. 2573 & 3886. OTo Protect Area From Sheet Flow (� Maximum Contributing Area: 1 Acre C REVISED: 3-12 FILE NAME: G: \ENG\SPE SILT FENCE TO BE PLACED Of CONTOUR. SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW \1p'p BLE SLOPES SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 – 5-% 75 FEET 5 –10% 50 FEET 10 – 20 % 25 FEET GREATER THAN 20% 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL SLOPE SILT FENCE NEAR TOE OF vA 61ApESIRABLE SLOPE OUTSIDE OF -- f CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL 4111 OF I SILT u�rAcc� FENCE ENGINEERING DEPARTMENT I PLATE NO.: 5300 � p,0 1"-2" CLEAN CRUSHED ROCK MIN.6" SUBCUT DEPTH FOR ROCK MIN.10"SUBCUT.DEPTH FOR WOODCHIPS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) • NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. wc crffOFI ROCK �p�yp�� CONSTRUCTION �DH1111bM1 ENTRANCE REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 5301 FILE NAME: G: \ENG\SPECS\5301 1" DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE 200, MACHINE SLICED WOVEN MONOFILAMENT, 36" WIDE FASTENED TO STEEL T -POSTS WITH 3 (501-13) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF AREA INLET WITH GRATE i. 4' MINIMUM _i FILTERED WATER ---/ cf ff OF cms' REVISED: 2-10 FILE NAME: G: \ENG\SPECS SECTION A- A /� 12" OEEROAD CATCHBASIN FILTER BARRIER ENGINEERING DEPARTMENT I PLATE NO.:5302 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL. D1.1-94. SAFETY FACTOR N/A 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS ® 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS ® 15" HEAD MODEL#CG23 A I/'\Tr c-. 7L TER ASSEMBLY JRB BOX 3 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. cfff OF CATCH BASIN mmsif SEDIMENT TRAP [REVISED: 1-10 PLATE NO.: LE NAME: G:\ENG\SPECS\5302A ENGINEERING DEPARTMENT 5302A SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER BETWEEN EDGE OF WATER PLAN FOR INDIVIDUAL LOTS AND DISTURBED SOIL • - - - 2 ROWS OF TYPE 2 HEAVY DUTY PERIMETER CONTROL 5' APART LOT 1 - SURFACE_ WATER OR WATERWAY _ _ _ SURFTROL WATOERS ADJACENT TO see detail # 5300 LOT 3 OPTION 2 — J—HOOK SILT FENCE BUTT FENCE TOGETHER AT PROPERTY LINE OPTION 1 — CRESCENT SILT FENCE LOT 2 OVER--LAP AT PROPERTY LINE } LEGEND } I These standard symbols will be found in the drawing. ZZ SILT FENCE ROOF 0 PERIMETER Q5TRAW MULCH AL SURFACE WATER WATER FLOW pRIVE CURB & GUTTER OVER—LAP SILT FENCE STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A * Water resources staff must be contacted before any/all dewatering activity * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope—into property. * Perimeter controls can include filer logs, mulch berms and/or silt fence. * See MNDot spec. 3897 & 2573. * Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL * Topsoil—Site has a minimum of 4-6 inches of topsoil. * Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. * House Roof Perimeter—Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. * See MNDot Spec. 3885 & 2575. * Swales—Need blankets over final 200'. * Swales—Need check dams if slope is 4:1 or greater. Uff OF EROSION CONTROL FOR CASSE[ INDIVIDUAL LOTS (TYP.) REVISED: 3-19 PLATE NO.: FILE NAME: G:/ENG/SPECS/53028 ENGINEERING DEPARTMENT 5302E3 SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS MAINTAIN A 16 FOOT BUFFER TYPE 2 HEAVY DUTY BETWEEN EDGE OF WATER AND DISTURBED SOIL 2 ROWS OF TYPE 2 HEAVY DUTY • - - - PERIMETER CONTROL 5- APART LOT 1 SURFACE WATER OR WATERWAY CONTROL REQ. ADJACENT TO SURFACE WATERS see detail # 5300 OPTION 2 — J—HOOK SILT FENCE OPTION 1 — CRESCENT SILT FENCE BUTT FENCE TOGETHER AT PROPERTY LINE OVER—LAP AT PROPERTY LINE LOT 3 } LOT 2 LEGEND These standard symbols will ROOF be found in the drawing. PERIMETER FPGA HOUSE HOUSE �PGk --- - - SILT FENCE T T I c�� CSP STRAW MULCH A. SURFACE WATER WATER FLOW CURB & GUTTER OVER—LAP SILT FENCE STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTROL WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A * Water resources staff must be contacted before any/all dewatering activity * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope—into property. * Perimeter controls can include filter logs, mulch berms and/or silt fence. * See MNDot Spec. 3897 & 2573. * Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control. EROSION CONTROL * Topsoil—Site has a minimum of 4-6 inches of topsoil. * Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. * House Roof Perimeter—Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to the waters of the state need erosion control blankets and temporary or permanent seeding. * Swales—Need blankets over the final 200'. * Swales—Need check dams if slope is 4:1 or greater. * See MNDot Spec. 3885 & 2575. Cfff OF EROSION CONTROL FOR l►�S MULTIFAMILY LOTS (TYP.) REVISED: 3-19 PLATE NO.: ENGINEERING DEPARTMENT 53020 FILE NAME: G:/ENG/SPECS/5302G EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ \ 2 PPef =,ERI -oUSE LOT 3 DRIVE DRAINAGE SWALE LEGEND These standard symbols will be found In the drawing. arab SILT FENCE STRAW MULCH WATER FLOW CURB & GUTTER STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope—into property. * Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL * Topsoil—Site has a minimum of 4-6 inches of topsoil. * Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. * House Roof Perimeter—Straw mulch at 2 inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. * Swales—Need blankets over the final 200'. * Swales—Need check dams if slope is 4:1 or greater. UffOFI EROSION CONTROL FOR INDIVIDUAL LOT WITH MMS13 SWALE DRAINAGE REVISED: 3-19 PLATE NO.: ENGINEERING DEPARTMENT 5,302DFILE NAME: G: /ENG\5PEC5/53i72D EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE LOT 1 LOT 2 LOT 3 DRAINAGE SWALE } } } } LEGEND G4 HOUSE #1 HOUSE #2 + I These standard symbols will GP2Q GPQP J be found in the drawing. ROOF � } SILT FENCE PERIMETER } STRAW MULCH 1 WATER FLOW 1 i i CURB & GUTTER STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope—into property. * Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL * Topsoil—Site has a minimum of 6 inches of topsoil. * Construction entrance -2 to 3" clean crushed rock at a depth of 6 inches. * House Roof Perimeter—Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. * Swales—Need blankets over the final 200'. * Swales—Need check dams if slope is 4:1 or greater. Cfff OF EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: 5302E FILE NAME: G:/ENG/SPECS/53O2E 0I!'10ni I MA-rn C /DI' (-/ WC -ID TRASH GUARD (IF INSTALLED) BOTTOM OF FES 6" OR 12" BIOROLL- SECURED INSIDE FES REVISED: 3-19 FILE NAME: G: \ENG\SPECS/5302A BOTTOM 6 - I L V I 1/2 1 V /- WASHED WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES fta FLOW FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL NO.: ENGINEERING DEPARTMENT PLATE 5302E WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REO'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX I N 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT UNDERWASHING 2" WASHED ROCK 1' DEEP X 2' WIDE Cfff Off SILT BOX SEDIMENT TRAP MMSEN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5302A 53026 I. ROCK WEEPER MNDOT TYPE 9 MULCH (1Y2" WASHED ROCK) DIRECTION OF SURFACE FLOW TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 4' INTERVALS II. BIO WEEPER DIRECTION OF SURFACE FLOW TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 4' INTERVALS NOTE: SPACING=(HEIGHT IN FEET X 100) SLOPE GRADIENT >1.5 1F,—,e,/ MNDOT TYPE 9 MULCH (1 Y2" WASHED ROCK) VARIES DEPENDING ON FLOW CONDITIONS STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS STAPLE DOWNSTREAM 6-12" SIDE OF FABRIC AT 2' �—1 INTERVALS VARIES DEPENDING ON FLOW CONDITIONS MNDOT TYPE 9 MULCH (1 Y2" WASHED ROCK) 6" TO 8" DIAM. WATTLE WITH 36" LONG POSTS DRIVEN 24" INTO GROUND AT 30 DEGREE ANGLE ALONGSIDE THE WATTLE 4' O.C. ALONG ENTIRE WATTLE LENGTH SOF WEEPER DITCH CHECK/ oasis DITCH CHECK WITH WATTLE REVISED: 3-19 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G: \ENG\SPECS\5302H 5302H I. PLAN VIEW Ll_ 2" TO 3" WASHED ROCK L = 2W 1 5' MIN. II. SECTION A -A NOTE: D=3' MIN, 5' MAX DIRECTION OF W=10' MIN, 25' MAX SURFACE FLOW W(FT.)= 10 X DRAINAGE AREA (AC.) 1.5' 5' MIN. 2 D 1p LGE0TEXTILE FABRIC L-1% MIN. REVERSE GRADIENT III. TRAP OUTLET NOTES: TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. DESIGN VOLUME IS A MINIMUM OF 1800 CUBIC FEET PER ACRE OF CONTRIBUTING DRAINAGE AREA. Cfff OF TEMPORARY SEDIMENT TRAP MMSEN 2.5 ACRES OR LESS REVISED: 2-10 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5302A 53021 Where U11C. 11UW U1 WUIC1 IZ) sheeting, place sod strips perpendicular to the direction of water flow. I< - SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging on sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Cfff OF Soo CMSEN PLACEMENT REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 5303 FILE NAME: G: \ENG\SPECS\5303 0 CONSTRUCTED BERM OR EXCAVATED PIT PLAN ACCEPTABLE ATTACHMENT TO KEEP LINER IN PLACE 10 MIL PLASTIC LINING WASHOUT AREA SECTION A- A -3" CRUSHED STONE =RFLOW WEIR 2"-3" CLEAN STONE 12" 12" MIN. NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND MUST BE IDENTIFIED ON-SITE USING SIGNAGE. THE WASHOUT AREA SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. Uff OF CONCRETE a=SEJ I WASHOUT AREA PR EVISED: 3-14 ENGINEERING DEPARTMENT PLATE No.:LE NAME: G:\ENG\SPECS\5304 5304 O W ¢ n -Of I�If w w z I- I II w 1 r_ 1��iI Z `-'o ww V) j 0 Z W a � ofcl� w[ wm�`° 0 z I I -I = o~ J 1Ti W 1TI� I f I I I �w —� nQ Nw IH i I bi Ln _ ¢ �w 1Tt wm 1=1 I ILI I I �Q , an J �o IIJ1 �Ln �- z I 1==7Tf m Li 1-111-11 Jca Qw I I -0 I -II [I �z 0wo-1 -I r 0 0 a_ .'IIID 0 0 0unf L �� I o� 0 0 0 ,�I ., w o 0 0 +,.11IIf_11 J 11 f_ �I ww`�o=111 I Jow 1011-1 u� o ¢ � III—I 1=1 Ili V);: ] I 1=1 1=1 bi 1 I II1 Q a C7=w ¢ w 117111 1=1I =1II— <Ir ~ww � o IIIA I I I m z cn J -ISI I �0� IIIII I� l -I ISI I� a� mN MY OF TEMPORARY U TL E T l►l�i°�11�A�1+S�O (ROCK WEEPER) REVISED: 3-19 ENGINEERING DEPARTMENT PLATE NO.: 5305 FILE NAME: G:/ENG/SPECS/53O5 ANC NOTES: 1) CONTACT MANUFACTURER OR DISTRIBUTOR FOR EXACT INSTALLATION TECHNIQUE AND DEPTH REQUIREMENTS. 2) STREAMS MAY REQUIRE ADDITIONAL OR ALTERNATE BMP. CHECK WITH MANUFACTURER FOR STREAM USE LIMITATIONS. 3) REMOVE SILT DEPOSITS FROM LAND SIDE OF CURTAIN. REMOVE CURTAIN AND ALL SOILS/ DEPOSITS UPON COMPLETION OF MAINTENANCE ACTIVITIES. =PTH Cfff OF FLOATATION MMSEN SILT CURTAIN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G: \ENG\SPECS\5306 5306 r D F7 F7 cn W O 00 am W mD G) 03F �Or 3 N,3 a n 21 51 rtW o 3 .1- a3 o —� omo33Om3�ojam sa3' ° eti ❑o3 30 ° SSrtnn F m m Zm Z7 —�E.3o3� N3v�nmoNT�ooa -",o K�O�� 5° c c d Fro., �m°3mmm2 ? nQom n 3-a ,« p D W° ° a Q O Q 3 o s a 5 a Q Q Q°°= 3 3'3 �o%a-. 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" tiz c,d' om AOp C A O yy bAN AS. 8EM A Ob<N O AS 00 Oo 4100 Z m Zm ] K ?bA A b A C D _ e� �O ZZZZ C Lmm�m Z 0C OA mDmO 00 0 !gym CO pN oo CA W.OR2 r9 pZ0 j04mO�AmOmZ UDZ* mC�2DApF�p 2ti n 5mlAp ZZZDKDpgCp2 ITA I�Ip �>O bzQ�bf'i z<JlI4m�1I yymmA~ y -> i msg oF4o>,m30A> 2 z=_phi Azp>~v gyw4oAZ D NmZZ S�ZIm�100N M; M. N 0 FI AF- A Gp ZmmQZ ONptiCZ M.r gya zo 2"o 8 "gvoyl Z < be I'm�gZo11> S. mWmem m8p"CE�t3 SSA0 -ms" res'^ pr m �om5mo rnlaomnN m- 0 y <19_F g• Fmo moC i�� 0 3m m;' O mA�0>8 'z �' lzA�10 m.A A` -I'8 Z��N 0N��3r�i t " gip zm m� o ms-°Olo y� g 4 Rg2F gsm�r �66. F m�MF8 �o m m C PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. Cfff OF DEVELOPMENT CMSEJ I INFO SIGN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.. 5313 FILE NAME: G: \ENG\SPECS\5313 p 01 N w 0 00 00201:20 ® 02 ® ®© ®© O©©O® 00 O 0000 O O I> ZOW IAO AA pON AA AO AOADD Z W M, >z 1. 5 O A FGFG .Nn ZCDC CZN ODA A m m >-M AZA OZO p m <y ADO tJiA Dm AD OAR OD AOmmmO, CWZC rZn O y�D� m _ X00 m0�ZZ -ml OMNN p 0 m M MXO <rA*tm OGp ➢ACK AO ZZO Om N� AN nrpD c�� ZA N nNZ ��r c�, c� Dr*iD npm2 mx�c n m yD N ANA A ➢ A zzX �u➢i <p rZOo >(➢)tiZ 00 A,m>MOZ~ r O VDiNO ➢ W y (lO mOm ZOO>OW Z�'A mO�A Z Rey CAA �>n OR mAmD DAm xZ AOZG �D<O Z y NCA m w D A A �XD WCAm Arno WAp O O DAO ZOO O m�y NO m1 m<m�3,z Nm O�AO 00 N>~gym O Dm0 O ti oA O Om Z �'AA c m- -0 A00 ADZ D m N mOC O NG prA— Zom�"A pAy OO m=OmmpN f�Tl D P N O m Omc� O Oti C mA D Z r�*t DO DOA m O W zl m Ami �m N ZOr OO GA DZ Orr, O A A 2 CO. r m m y * A� m O m '> r, WD m r _r pA RAOA Dr UJ m AAD yyyy N AAA << A rN— WCrr�1 _ti ZmC ~ Am <pti �m �Or= AZZp VI U 0202 2 ORO nt r~*t D Arm �y2 m0 2 Z Om Wm R� ZA <O NN<— O y W ONm p N �. m.,m O �AyN r�� W O m N m.rW tiO rIM r0 m D y02 10 OZ{N2A y�p O rmn N N z > Om A D p R m C 0(jNm O y F Opy pm AZN ZA AO O- A OO.O Dnp RM'mA N << AO ym O { A G p m A D A o9 N m�o4Nr Z OAR o R R OC OAW Z mA pyAr O DD A DAS > OZ — A R ti D O C OBD Z A y 0000 _ rrnA N� O O ROA C Ori Z p m ZO Zr1 NO �pp Z M. K Dm~mm ZAO p*D f*1R mmA O AS ON D DikDW ~rAZp w Z— ZS tiD CrN DN<� Z�AIn� D2m A =DDD < N`� Oyk Z p r w�W ZInO 'm Opt Oi! Z, DO ry Ap pO A ZNO ZI, yNr D rIr y AZ ZOO { D A OrM f *1 AAC AA DO Ati� yZ ym Z O D p A Z VI W Z 2020 N O O px pOA m (Z.JZ 20 O D AO p� A O �A�A O pD p® A N A `O rN.I A(�x p o-, m� O A N w m2 AJ ZO ➢� m N O➢N O m WxWxrZZ0I D AmA Zco ➢ 0 Z Z Z O O — R ON DO O NN N A OA OR D I'Nl �_ 00 O ZOp p`< OD N A5 p O O' y v y m rpnmm D ~ .t ti Z Z C p W— O A N W D 0 C p W O Z z OA w O�PiA A Ap �Z Z `� y r Z mr A n D W 0 W Zpm OZ O N D - O Z PLATE: REVISED: FILE NAME: �OF LIFT STATION �rp��Q��p�p STANDARD DETAIL 5401-A 1-10 DEPARTMENT G: \ENG\SPECS\540A �IlHllDlLlSEK (ELEVATION) DEPARTMENT c � r C r � � � A � O z O rl, F- D O I I I I I z 11 1 I 1 Cf) p 01 N w 0 00 00201:20 ® 02 ® ®© ®© O©©O® 00 O 0000 O O I> ZOW IAO AA pON AA AO AOADD Z W M, >z 1. 5 O A FGFG .Nn ZCDC CZN ODA A m m >-M AZA OZO p m <y ADO tJiA Dm AD OAR OD AOmmmO, CWZC rZn O y�D� m _ X00 m0�ZZ -ml OMNN p 0 m M MXO <rA*tm OGp ➢ACK AO ZZO Om N� AN nrpD c�� ZA N nNZ ��r c�, c� Dr*iD npm2 mx�c n m yD N ANA A ➢ A zzX �u➢i <p rZOo >(➢)tiZ 00 A,m>MOZ~ r O VDiNO ➢ W y (lO mOm ZOO>OW Z�'A mO�A Z Rey CAA �>n OR mAmD DAm xZ AOZG �D<O Z y NCA m w D A A �XD WCAm Arno WAp O O DAO ZOO O m�y NO m1 m<m�3,z Nm O�AO 00 N>~gym O Dm0 O ti oA O Om Z �'AA c m- -0 A00 ADZ D m N mOC O NG prA— Zom�"A pAy OO m=OmmpN f�Tl D P N O m Omc� O Oti C mA D Z r�*t DO DOA m O W zl m Ami �m N ZOr OO GA DZ Orr, O A A 2 CO. r m m y * A� m O m '> r, WD m r _r pA RAOA Dr UJ m AAD yyyy N AAA << A rN— WCrr�1 _ti ZmC ~ Am <pti �m �Or= AZZp VI U 0202 2 ORO nt r~*t D Arm �y2 m0 2 Z Om Wm R� ZA <O NN<— O y W ONm p N �. m.,m O �AyN r�� W O m N m.rW tiO rIM r0 m D y02 10 OZ{N2A y�p O rmn N N z > Om A D p R m C 0(jNm O y F Opy pm AZN ZA AO O- A OO.O Dnp RM'mA N << AO ym O { A G p m A D A o9 N m�o4Nr Z OAR o R R OC OAW Z mA pyAr O DD A DAS > OZ — A R ti D O C OBD Z A y 0000 _ rrnA N� O O ROA C Ori Z p m ZO Zr1 NO �pp Z M. K Dm~mm ZAO p*D f*1R mmA O AS ON D DikDW ~rAZp w Z— ZS tiD CrN DN<� Z�AIn� D2m A =DDD < N`� Oyk Z p r w�W ZInO 'm Opt Oi! Z, DO ry Ap pO A ZNO ZI, yNr D rIr y AZ ZOO { D A OrM f *1 AAC AA DO Ati� yZ ym Z O D p A Z VI W Z 2020 N O O px pOA m (Z.JZ 20 O D AO p� A O �A�A O pD p® A N A `O rN.I A(�x p o-, m� O A N w m2 AJ ZO ➢� m N O➢N O m WxWxrZZ0I D AmA Zco ➢ 0 Z Z Z O O — R ON DO O NN N A OA OR D I'Nl �_ 00 O ZOp p`< OD N A5 p O O' y v y m rpnmm D ~ .t ti Z Z C p W— O A N W D 0 C p W O Z z OA w O�PiA A Ap �Z Z `� y r Z mr A n D W 0 W Zpm OZ O N D - O Z PLATE: REVISED: FILE NAME: �OF LIFT STATION �rp��Q��p�p STANDARD DETAIL 5401-A 1-10 DEPARTMENT G: \ENG\SPECS\540A �IlHllDlLlSEK (ELEVATION) DEPARTMENT W O� N N ? JO J W Z N Z � HING SIDE y i N m z o G N � I N 0 Q N A G D 4'-4 13/16" CLEAR OPENING o N A W N. m O 00 O 000000 O O 00 00 OhNm ^mIZT-' 2 Um Dti m ti O m 2 =j�rnp ~ O =00➢ D G_ mXAr D �� G Zo (n D ti CO �m O G N A O r m< Z ➢~ G)Z On N DA ON m OIA N O� FT1 �jnr O o A� Z f*1 G➢ mr mA O Oy Z A f*1D mr N D p Z fZ*1 N m O CCAJ No Am f� Cm Am I NO O � m D 0 �y�Z W Z A O Vl O pX m l p O Ox N D z Z m O A D () D A U N m l i m� p Am U rA*t Zf*1C m m A_ A A N � � AN D \ A I m A O O O A D < U= m D Z O y O D m ti m m m A r m D O A v UN O n O C O O O p O A n ZO m0 O ➢ m m W O ^ti m z m O - F A mA= D 5 �O D r O Z m O �� Z O➢ ti D � j W Am m� D A ti D� O r N C N OOm m O 2 D 2 X D r GA n O - Z D N Zp0 Z Z m OSA 00 Z 'm D � O Z , !96^lSl OF LIFT STATION PLATE: REVISED: ENGINEERING FILE NAME: il STANDARD DETAIL 5401—B 1-10 G:\ENG\SPECS\54018 s� (PLAN) DEPARTMENT 40'-0" 25'-0" 9'�'S� CONTROL PANEL O� m y o I� A o D Z u o_ 0 D O O Z ~ D O C Ji — F— n > m0 I 7J o A � Z N C O U7 70 OJ D z -j 0 LT1 0 fTl FO D�7J� 0- �00 D -1 C:: z Z F9 X00 0 F- �, O D m C n O F71 �0m C/') - lu o� C) -0- y z z -D <�CD O z A � m �0M U) 0-1M D Z C) + F- = Cf) C) �z0 m --iC)r D T CITYUF LIFT STATION PLATE: REVISED: ENGINEERING FILE NAME: 5401-C 2-10 G:\ENG\SPECS\54010 �_ CMSEN SITE DETAIL DEPARTMENT -0. (T1 �yy MIN F z: m -I � Ar Irl I� Q D V - Z > � Q Z7 ZIT- � j FlI D r Z m = D I m o — z co b III- - =111 11= (f) n 0 z Ih D r Q < III J U - m m < �A mw - _ D.F �o neo n m F �f Z D lz F-ow O Z Z F III III III x m N< (m A III 9. of - _ - n m m� of oZ. _ ga �IIII _ z z - IIJJu VIII:... m� - 1. o A 11- T-0" MIN x � V OO OOOOOOOO 1900990@00 OO OO OO OOOOO OO O OOOO O O O m _z�z tiro ->- xn v 0m4' - _ ? -� > yAztaix moo otmi Z o n Z _ _x®yn omu o,N vai z n < m - o ®s - c�F� - - _ rn o®n j'rj <" m E v O mz _ D9nP zng sO AW Dvs�� _® m� - m0� - jr$0 0 0 <, z 2 om W> '02 F >z -m g 0� >1r� N ? - N r Z�x - s u m A o� _ o m n A Z zo m�m x - _10 mJ p� o fti n - -_ - �® _ D _ r® Z. N r� - - v z >F r' pr AF y z z n w < z z v m- W Ao OF LIFT STATION AND VALVE FILE NAME: Cfff STANDARD DETAIL ENGINEERING MMS PLATE: 5402-A REVISED M 0EN (ELEVATION) DEPARTMENT c: ENc sPEcs saozA §2 5 :\ / \\ -e / r \ , CLEAR OPENING / / �G / \ 70 :/ < r 'e < 2 �F \ \ /\/ \\*.PENING' /INGE SID \\ k j . ..�° A33 3 2 3 3 3 3333 33223 3333 S S SS S SS^ _°� ` 5E §!«§«:M-2 ;t;�° - ra`\ - \\ -` ` /(E);§ `� _ �: - �)\)\\° _ r r \® 5' >m _M\ : \\ v I /}( \/§u1t[/, I ; -\\!;� : \\\\� \� \ \} \ \\\^\\\\\\ \ \ \�\\_\\\_ `~ \- - - __ : _ \ \ , \ z \ ` `t § \\) ){ ! /~� \ crff OF Ll FT STATION AND VALVE PLATE: q GINyeNG . �� STANDAR §DET E ) 5«02 E 2-08 DEPARTMENT ®~� , 40'-0" 15'-0" 25'-0" TPy CONTROL PANEL o� m, O D 0 O Z O o� A O y Z ~ _ O m I O O O Z T V C n> n F- _< Om r � m D f rl V Z7 m = ZJ + Z G7 Iv m z VI0 rTm <O U7 D 0 F, m 0 fTl Z <0?oF� o()oK D m Z j =,c c) -7 Z =mrI-ym O --1cm�70Z Cl) mo0Z v D m � < n A 0 - O—O`er m Z 0 o �mzr ;o CZo O 7D0m 7J O - D_ Z Uff OF LIFT STATION AND VALVE PLATE: REVISED: ENGINEERING FILE NAME: 5402—C 2-10 c ENc sPEcs saozc C�ANBASSEN SITE DETAIL DEPARTMENT m 00 � s-k Hp m m `z D3 m m co o^n mon o o� 5 a� �p o-7 m gnlz y 7 ti 8� s m m - o m D z 1' f lcim O � I O � z z m Dz IT O r y m O { y D � r10 �rpp,fOLIFT STATION PLATE: REVISED: ENGINEERING FILE NAME: OF I� D� STANDARD DETAILS 5403 2-10 DEPARTMENT c:\FNG\SPECS\5403 N �m UI m D C m _ m m� � � _ F D r m � v O m� mz _ z � W C � 0 c A 0 0 0 r n z s C A m Fmk A m 7 � m Am, o a N� D r C) A - r m E O m 00 � s-k Hp m m `z D3 m m co o^n mon o o� 5 a� �p o-7 m gnlz y 7 ti 8� s m m - o m D z 1' f lcim O � I O � z z m Dz IT O r y m O { y D � r10 �rpp,fOLIFT STATION PLATE: REVISED: ENGINEERING FILE NAME: OF I� D� STANDARD DETAILS 5403 2-10 DEPARTMENT c:\FNG\SPECS\5403 N �m UI m D C m _ m m� � � _ F D r m � v O m� mz _ z � W C � 0 c A 0 0 0 r n z s C A m Fmk A m 7 � m _ a N� D r C) A N D� UI m D C m _ m m� � � _ F D r m � v O m� mz _ mo D D� A A m N c A m D < m c� Az � 3" MIN m � v O m� mz _ z � W C � 0 c A 0 0 0 r n z s C A m Fmk A m 7 - O C) A - r m E O � � o A m � r mo D D� A A m N c A m D < m c� Az � 3" MIN m � v O m� mz _ z � W C � 0 c A 0 0 0 r n z s C A m Fmk mo D %/ � IIIIII A A m N c A m D < m mm <> m Noo O O �m m o n9 O � D a m R 7p Fmk mo D %/ � IIIIII m D < m mm <> m Noo p„ o D Oz C) m Oz C) 7p Fmk O 7 - y�R C) O - ➢ r E m 7 y�R C) D �u 2.0" I CAST IRON COPPERHEAD WAX PACK TAPED TO TUBE PENTAGON HEAD BOLT FOR Ln � TIGHTENING -4 ONTO BOX NYLON PLASTIC INSULATION WASHERS - 2.62" O.D. I%IlITCC. INSTALL WAX PACK AROUND COPPERHEAD TRACER WIRE 3.48" - CAST IRON LID BRASS TERMINAL AND MOUNTING COMPONENTS TRACER BOX LID APWA UNIFORM COLOR CODE M RED - ELECTRIC 0 YELLOW - GAS 0 ORANGE - COMMUNICATION M BLUE - POTABLE WATER M GREEN - SEWER M PURPLE - RECLAIMED WATER INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. Pdl lOF�YPICAL lMAGNETIZED TRACER BOX S CONCRETE/ DRIVEWAY BOX CD14 TP REVISED: 2-12 FILE NAME: G:\ENG\SPECS\5501 ENGINEERING DEPARTMENT PLATE NO.: 5500 2.62" O.D. COPPERHEAD 00 WAX PACK 3.48" - `-)ALL TAPED TO TUBE PLASTIC 5- 0 O U - LU J2.94" O.D. PENTAGON Q HEAD BOLT FOR TIGHTENING 0 ONTO BOX CAST IRON LID PLASTIC WASHER, NUT, AND WASHER WITH SLEEVE ADDED TO INSULATE BRASS COMPONENTS FROM CAST IRON BRASS TERMINAL AND MOUNTING INSTALL WAX PACK COMPONENTS AROUND COPPERHEAD TRACER WIRE TRACER BOX LID APWA UNIFORM COLOR CODE M RED - ELECTRIC 0 YELLOW - GAS ® ORANGE - COMMUNICATION M BLUE - POTABLE WATER GREEN - SEWER PURPLE - RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. Cfff OF TYPICAL MMSEN AGNETIZED IMLITEACER BOX DUTY OX L 14 AD] REVISED: 2-12 PLATE NO.: ENGINEERING DEPARTMENT 5501 FILE NAME: G:\ENG\SPECS\5502 3.48" NOTFS- JSTALL WAX PACK I 'BRASS TERMINAL ROUND COPPERHEAD AND MOUNTING RACER WIRE COMPONENTS TRACER BOX LID APWA UNIFORM COLOR CODE RED - ELECTRIC RON CAST IRON-----.- YELLOW - GAS PENTAGON ORANGE - COMMUNICATION BLUE - POTABLE WATER ® GREEN - SEWER HEAD BOLT FOR PURPLE - RECLAIMED WATER TIGHTENING ONTO BOX CAST IRON LID NYLON INSULATION J�= WASHERS r" <Vl NOTFS- JSTALL WAX PACK I 'BRASS TERMINAL ROUND COPPERHEAD AND MOUNTING RACER WIRE COMPONENTS TRACER BOX LID APWA UNIFORM COLOR CODE INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. Cfff OF TYPICAL MMSEN MAGNETIZED TRACER BOX ROADWAY BOX RB 14 TP REVISED: 2-12 ENGINEERING DEPARTMENT FILE NAME: G: PLATE NO.: 5502 RED - ELECTRIC D YELLOW - GAS D ORANGE - COMMUNICATION BLUE - POTABLE WATER ® GREEN - SEWER PURPLE - RECLAIMED WATER INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. Cfff OF TYPICAL MMSEN MAGNETIZED TRACER BOX ROADWAY BOX RB 14 TP REVISED: 2-12 ENGINEERING DEPARTMENT FILE NAME: G: PLATE NO.: 5502 N Trace wire on east side of watermain piping Not to Scale Curbstop (TYP) Trace wire on north side of 4—Way connector & Watermain piping Two -3 way connectors with short jumper wire I I / . Watermain (TYP) Watermain cross Water service (TYP) Above ground access box = secured to hydrant flange (see hydrant detail) Hydrant (TYP) Multi—line lateral lug connector (TYP) Grade level in—ground trace wire access box and drive—in magnesium grounding anode (see 1 9 water service detail) 12 AWG copper cladsteel—blue (TYP) NOTES: 1. Wires shown away from pipe for clarity. Wire shall be installed on the bottom side of the pipe below the springline. The wire shall be fastened to the pipe with tape or Drive—in magesium grounding anode (TYP) plastic ties at 5' intervals. 2. The connections must be made with the gauge appropriate Copperhead Snakebite Locking Connectors or approved equal. TRACE WIRE PLAN (WATER) n to scale Uff OF MAIN LINE TRACER WIRE MMSEN DETAIL [FILE EVISED:1-17 PLATE NO.: ENGINEERING DEPARTMENT 5503 NAME: G: ENG SPECS 5503 N 12 AWG Copper Cladsteel—blue tracer wire(TYP) Watermain /Mainline to 1/ lateral lug f// connector 1.0' Max. Notes: �/_ Right of way line Drive—in Magnesium I grounding anode rod Grade level in—ground trace wire access box located on the north or east side of the water service. -------------------------- 1.0' Max. Service saddle Water service Cu bstop— I 5.0' Max. Tape or plastic tie (typ) 0 1.Wiring shown away from the piping for clairity. Wires shall be installed immediately adjacent to the service pipe. The wires shall be fastened to the piping with plastic ties or water proof tape at 5.0' intervaqls except when near fittings then the maximum spacing is 1.0'. 21eave 2' coil of extra red and blue wiring in access box. Red wire is from grounding anode and blue wire is the trace wire for the service pipe that connects to the main line wiring. 3.Do not attach wires to curbstop to allow for adjustments to be made without damaging wires. 4.The connections must be made with the gauge appropriate Copperhead Snakebite Locking Connectors or approved equal. I REVISED: 1-17 (FILE NAME:G:\ENG\SPEC Water Service— Planview Not to scale Curbstop 12 AWG Copper Cladsteel—blue tracer wire (TYP) Wire continues with water service and connects to main line wiring. (see plan view above)— Finished grade Grade level in—ground trace wire access box located on the north or east side of the water service. �))I f) 1 ,y I 12 AWG Copper clad steeled. Factory connec—rted to the grounding anode rod. 1 1 Drive—in Magnesium grounding anode rod Water Service—Section View Not to scale WATER SERVICE TRACER WIRE DETAIL ENGINEERING DEPARTMENT I PLATE No.: 5504 WIRE EXTENDED AB PERMANENTLY MOUI BOX (SEE DETAIL) PVC OR HDPE WATERMAIN HYDRANT PLAN VIEW NOTES: TRACER WIRE SHALL BE INSTALLED ON THE NORTH OR EAST SIDE OF HYDRANT LEAD THEN INSIDE OF VALVE BOXES PER DETAIL W-4. 14 -AWG COPPER CLAD STEEEL-RED FACTORY 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 WITH PLASTIC ZIP TIES OR TAPE SUITABLE FOR UNDERGROUND USE AT 5' MAXIMUM INTERVALS UNLESS NEAR FITTINGS THEN SPACING IS 1' MAXIMUM. THE CONNECTIONS MUST BE MADE WITH THE GAUGE APPROPRIATE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR APPROVED EQUAL. Cfff OF cess IREVISED: 1-17 IFILE NAME: G:\ENG\SPECS\5505 12 CL TF TAPE OR PLASTIC TIE T PIPING (TYP) Not to Scale GROUNDING ROD J V ANODE HYDRANT TRACER WIRE DETAIL UES ;ANT 0 MAINLINE WIRING. ENGINEERING DEPARTMENT I PLATE No.: 5505 N Not to Scale San. Manhole Tracer wire (Detail #5508) a� Trace wire on east side San. Service (TYP) � I watermain piping I Trace wire on north I Two -3 way connectors with side of 5anitar short jumper wire piping ---------�i� ---- — — — — — — Sanitary Sewer (TYP) 4 Way Manhole - San. service (TYP) NOTES: 1. Hires shown away from pipe for clarity. Wire shall be installed on the bottom side of the pipe below the springline. The wire shall be fastened to the pipe with tape or plastic ties at 5' intervals. 2. The connections must be made with the gauge appropriate Copperhead Snakebite Locking Connectors or approved equal. P " San. Service (TYP) 6 LSan. Service Tracer Wire (Detail #5507) Multi–line lateral lug connector (TYP) San. Service (TYP) 12 AWG copper cladsteel–green (TYP) Drive–in magesium grounding anode (TYP) TRACE WIRE PLAN (SEWER) Not to scale aff OF SANITARY SEWER SYSTEM MMSEK TRACER WIRE DETAIL REVISED: 9-19 PLATE NO.: ENGINEERING DEPARTMENT 5506 FILE NAME: G: ENG SPECS 5505 12 AWG Copper Cladsteel—green tracer wire(TYP) I Drive—in Magnesium grounding anode rod r Mainline to ` lateral lug connector I Service Wye Sewer Service II Tape or plastic tie 5.0' Max. j (typ) Spacing { Sewer Service— Planview Not to scale Sanitary Sewer Finished grade Right of way line EDF SANITARY SEINER SERVICE amo LINE TRACER WIRE DETAIL REVISED: 9-19 PLATE NO.: FILE NAME: G: ENG SPECS 5507 ENGINEERING DEPARTMENT 5507 Grade level In—ground trace wire access box located on the north or east side of the sewer S I service. 12 AWG Copper { Cladsteel—green }I tracer wire (TYP) ti ! 12 AWG Copper clad steel—red. Factory 11 connected to the grounding anode rod. Notes: 1.Wiring shown away from the piping for clairity. Wires shall be installed Immediately adjacent to the service pipe. The wires shall be fastened to the piping We continues withy Drive—in Magnesium with plastic ties or water proof tape at sewer service and P grounding anode 5.0' intervals except when near fittings connects to main 5 rod then the maximum spacing is 1.0'. line wiring. (see 1 21eave 2' coil of extra red and blue plan view above) { wiring in access box. Red wire is from Ji grounding anode and blue wire is the trace wire for the service pipe that connects to the main line wiring. 3.13o not attach wires to riser/cleanout to allow for adjustments to be made without damaging wires. 4.The connections must be made with the Sanitary Service—Section View gouge appropriate Copperhead Snakebite Not to scale Locking Connectors or approved equal. EDF SANITARY SEINER SERVICE amo LINE TRACER WIRE DETAIL REVISED: 9-19 PLATE NO.: FILE NAME: G: ENG SPECS 5507 ENGINEERING DEPARTMENT 5507 N Not to Scale Finished grade 1' Spacing— Tape or Plastic Ties (TYP) SECTION VIEW Manholes not in streets shall have tracer wire box installed next to Manhole and wires will be brought into the tracer box. + + + + + + + + Bring tracer wire into ' manhole at manhole ring iiinterface, coil enough wire to it extend 12" above finished grade and anchor below I&I barrier. i f�12 AWG Copper clad steel—red. Factory �I connected to the grounding +t anode rod. �r f� {liy �l Tape or Plastic lr `Ties (TYP) Wire continues with Magnesium grounding anode rod and connects to main line wiring. (see section view above) Tape or Plastic Ties (TYP) 1' Spacing PLAN VIEW 5' Max. Spacing Drive—in Magnesium grounding anode rod Drive—in magesium grounding anode (TYP) Tape or Plastic Ties (TYP) Cfff0FI SANITARY MANHOLE MMSEN TRACER WIRE DETAIL SED: 1-20 IPLATE NO.: ENGINEERING DEPARTMENT I FILE NAME: G: 5508