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2017 Westwood Professional Services, Inc. <br />6" - DISTANCE TO CL VARIABLE <br />1/2" R 3"R <br />4 <br />3 1/2" R <br />T SLOPE 314"/FT. TI MNDOT B 618 <br />11, IS - <br />8" DISTANCE TO CL VARIABLE <br />1/2" R 3"R <br />1 <br />13 112"R <br />SLOPE 314"/FT. Mn/DOT B 624 <br />F <br />28" R <br />12" R 16" <br />68" R TOP OF BITUMINOUS MAT <br />1/2" <br />7 MODIFIED'S' DESIGN <br />BASE <br />28" <br />6" DISTANCE TO CL VARIABLE <br />1/2" R 3"R <br />FTN3 <br />?` 1 SLOPE 314"IFT. 1/2"R <br />Mn/DOT 8 612 <br />a- <br />• I <br />I <br />-8 12" <br />NOTES: <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL <br />CURB AND GUTTER <br />�. CITY OF Special Details <br />T� T� CONCRETE °"` oa-ol-ls <br />�,vl CURB & GUTTER HU-STR-2B <br />EST. 1806 01-20-17 <br />•\iNj\%/`//�� 1/4'PLYWOOD <br />EACH AREA OVER FACE <br />IS 1/2 OF . <br />TABULATED OF BOLTS <br />-\/ <br />v� TOTALAREA �crt�" \/ <br />SC •/ /• PLUG OR CAP <br />PLUGGED CROSS WYE <br />\ \ A' <br />j A2 j. <br />BEND PLUGGED TEE\ <br />PLUGGED CROSS <br />NOMINAL <br />FITTING SIZE, <br />INCHES <br />TEE, WYE, PLUG <br />OR CAP <br />90" BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />A7 A2 <br />45° BEND <br />22-1/2• <br />BEND <br />11-1/4• <br />BEND <br />4 <br />1.0 <br />1.4 <br />1.9 1.4 <br />1.0 <br />- <br />- <br />6 <br />2.1 <br />3.0 <br />4.3 3.0 1 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.8 8.4 <br />4.6 <br />2.6 <br />1.2 <br />12 <br />8.5 <br />12.0 <br />17.0 12.0 <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 16.3 <br />8.9 <br />4.6 <br />2.3 <br />16 <br />15.0 <br />21.3 <br />30.0 21.3 <br />11.6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27.0 <br />1 38.0 27.0 <br />14.6 <br />7.6 <br />3.8 <br />20 <br />23.5 <br />33.3 <br />47.0 33.3 <br />18.1 <br />9.4 <br />4.7 <br />24 <br />34.0 <br />48.0 <br />1 68.0 48.0 <br />26.2 <br />13.6 <br />6.8 <br />NOTES: <br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. <br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. <br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. <br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE <br />THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). <br />of Special Details <br />il,WBLOCKING <br />POURED CONCRETE THRUST FOR WATERMAIN HU -W-4 <br />ROAD SURFACE <br />OUTLET NOZZLES 8 THREADS: TWO 2-1/2" HOSE <br />CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. <br />(NATIONAL STANDARD THREADS) <br />5' <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX .1 <br />AS SPECIFIED 7 <br />STREET <br />VARIES <br />I <br />I I VIII\ I1 1 <br />Z-6- <br />7-1" <br />'-6 - <br />7,-0„ <br />MIN BONNET <br />F ADAPTOR <br />"HYDRAFINDER" (CANDYCANE) <br />FIRE HYDRANT LOCATOR <br />STEEL POST <br />WATEROUS WS -67 AS SPECIFIED PAINTED BLUE <br />BURY 8.0' <br />w w <br />CL <br />STREET w <br />w a <br />O AS REQUIRED AS REQUIRED 1O <br />18"-24" a a <br />1' <br />I I <br />1"MIN.N.III\\\ <br />_ <br />2" MAX. <br />GEOTEXTILE FABRIC <br />MnDOT 3733 TYPE 3 <br />1" WASHED COARSE <br />GRAVEL OR CRUSHED <br />ROCK TO 6" ABOVE WASTE <br />OPENING MIN. 1/3 CY <br />BRACING AS <br />REQUIRED <br />- PRECAST CONCRETE <br />BLOCK <br />WATERMAIN yar°''s•'� • ;:;y -y .'`:. \ <br />6"xg"x16" <br />PRECAST CONCRETE <br />BASE AS SPECIFIED 2' DIAMETER BY T DEEP <br />PIT UNDER HYDRANT <br />FILLED WITH GRAVEL FOR <br />ALL INSTALLATIONS. <br />NOTES: <br />- 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF <br />BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AW WA AND MANUFACTURER'S STANDARDS. <br />2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE <br />TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. <br />3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE <br />4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. <br />5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL <br />6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. <br />CITY of Special Details <br />T T� TYPICAL HYDRANT °` oa-ol-ls <br />�U INSTALLATION HU -W-1 <br />EST 1806 01-20-17 <br />w Ad <br />Z Ad <br />\-SUBGRADE ELEV. <br />U <br />M GEOTEXTILE FILTER AGGREGATE <br />(MnDOT 3149.2H) <br />4" PERF. PVC PIPE SDR 35 <br />GEOTEXTILE FABRIC -TYPE II <br />(MnDOT 3733) <br />PERFORATED UNDER DRAIN DETAIL <br />INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER <br />NOTE: <br />DRAINTILE INSTALLED <br />50' IN EACH DIRECTION <br />FROM CATCH BASIN <br />PERFORATED <br />DRAIN 11LE <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />7'-6" MIN COVER <br />CURB BOX WITH 1'-1/4" STANDPIPE <br />AND STATIONARY ROD <br />(8'-6" AT FULL EXTENSION) 1" CORP STOP <br />1"TYPE K COPPER/ V- 1" TYPE K COPPER <br />8" x13"x5" MANHOLE BLOCK WATERMAIN J HORIZONTAL GOOSENECK <br />LOOP SHALL BE NO HIGHER <br />THAN WATERMAIN <br />NOTES: <br />1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT <br />DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT <br />PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. <br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB <br />BOXES A-1 OR CITY APPROVED EQUIVALENT. <br />3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22A44M OR <br />CITY APPROVED EQUIVALENT. <br />4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' <br />BEYOND THE RIGHT OF WAY. <br />CITY of Special Details <br />11V� TYPICAL WATER SERVICES oa-ol-ls <br />FOR WATERMAIN HU -W-2 <br />EST. 190601-20-17 <br />DESIRED MINIMUM -- 1 <br />F-3'8" 3'8"--I OUTER LIMITS OF I -T8" 3'8"-1 <br />o CONCRETE WALK <br />a O v O <br />W 0" 4 4' 0" q' 0" X 4, 0„ <br />MIN ~ 4 0 ~ MIN MIN r 4 0 '1 MIN <br />FRONT FACE 111. 5-8- 5' 8" m m 5' 8" w <br />OF CURB V BACK OF w <br />in <br />2 -TT 017" <br />CURB U U 5 0 <br />o y <br />6' 3" (6" CURB) 6" n y " 4 ° m <br />4-2-(4 <br />CURB) LLO <br />4' 0" MIN.O� .• .• a 6' 3" (6" CURB) 6'3' (6" CURB) 4' 0'(6• 6' 3" (6" CURB) <br />VAR. WIDTH CURB IG 4' 2" (41" CURB) 4' 2" (4"CURB) MIN4' 2" (4- CURB) <br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP <br />CURB OR X=4' 0" DESIREABLE 1" <br />-_5' 4" (4- CURB)- DOME SECTION <br />CURB & I- 3' 4" (4" CURB) <br />GUTTER / r-- ... <br />. . . ;..: �i�::: ..., ii„_�1„ DOME <br />0.02 FT/FT MAX. O *MIN <br />::. �• 0.08 FT/FT OR FLATTER O 1 l 2 e c(TYP.) <br />SECTION A -A 2 0" <br />ROUND ALL it(TYP,) MIN. <br />SLOPED IF THE PATH OF 7RAVEL'X'IS 4FT, OR GREATER, USEINTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. i. <br />IF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING <br />MUST NOT EXCEED 0.08 FTJFT.. <br />(6" CURB & 0.08 FT/FT SLOPE) 6' 0" 6 (6" CURB & 0.08 FT/FT SLOPE) <br />4'2" 4'2" <br />(4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) <br />ELEVATION OF RAMP <br />NOTES: <br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY <br />WITH THIS STANDARD DETAIL PLATE. <br />THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB <br />AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL <br />BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE <br />WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING <br />ALLEYS OR DRIVEWAYS. <br />8 112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. <br />2 WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT4' X4' <br />LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR <br />OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. <br />03 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN <br />CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL <br />® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM <br />IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. <br />© ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3- <br />0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2'0" BY T O" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST <br />VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT <br />COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON <br />POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. <br />© <br />60" MIN. FOR NEW CONSRUCTION. T O" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE <br />CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. <br />it <br />PEDESTRIAN OF Special Details <br />oa-ol-ls <br />°"` CURB RAMP HU -ST -3 <br />EBT I908 �Oi-20-17 <br />P WS SERIES WATERSTOP., <br />;) L <br />'I SEALS FOR RIGID JOINTS BETWEEN PIPE & CONCRETE STRUCTURES <br />Ideal for: <br />• Mortared Connections to <br />Precast Structures <br />• Field -Poured Concrete <br />Structures <br />• Field -Poured Collars <br />• Casting Pipe Hubs in any <br />Concrete Structure <br />Get these WaterSTOP <br />Advantages: <br />Prevents fluid infiltration and <br />exfiltration <br />Excellent in -field connection <br />to existing structures <br />Installs quickly and easily <br />with just a ratchet <br />Available for most pipe types <br />1.5" to 144" <br />Three Profiles for All Your Rigid Joint Sealing Requirements ... <br />l <br />WS - 20 WS - 25 WS -30 <br />(1.5 - 3" Pipe) (4-6" Pipe') (8-144" Pipe) <br />'WS -25 can be used on larger pipe than 6", but the WS -30 is recommended <br />on 8" pipe and larger <br />Press -Seal Gasket Corporation <br />6932 Gettysburg Pike, Fort Wayne, Indiana 46804 <br />Phone: (260)436-0521 (800)348-7325 Fax: (260)336-1908 E-mail: sales(DDress-seal.com Web: www.Dress-seal.com <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGIIVEER under the laws of the State of Minnesota. <br />John Bender, PE/ <br />Date 08/16//17 I:.icenae No. 43358 <br />Revisions. <br />08/16/17 - City Comments <br />N <br />VALVt CUX St 1 1 <br />1/4"-3/8" BELOW PAVE <br />AT GRADE IN TL <br />VALVE BOX SHALL BE SET T <br />HAVE 6" ADJUSTMENT UP AN <br />DOWN FROM FINISH GRAS <br />AGGREGATEAND MnDOT 3733 <br />TYPE 3 GEOTEXTILE FABRIC LINING <br />DRAIN PIT AND ATTACHED TO TOP <br />OF VALVE BOX FOOT PIECE <br />1-1/2" WASHED ROCK ALL AROUND <br />MIN 1/3 C.Y. <br />(MIN. 1 C.V. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIN <br />TIE R <br />f <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH <br />PROTECTIVE COATING <br />3/4" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR TOPVIEW <br />■ - SIDE VIEW x111 <br />BONNETADAPTOR <br />NOTES: <br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN <br />LIEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE <br />CITY of " Special Details <br />t. �� VALVE BOX 04-01-15 <br />INSTALLATION HU -W-3 <br />EST. 1906 �01-20-17 <br />- 27-5/32" <br />- 26-29/32" <br />1-7/61-i/4 <br />34 <br />7-3/16"-H-7-3/1 <br />Ir 1-1/2" <br />IF <br />5" MAX <br />CITY <br />EST. 1906 <br />DRIVE OVER <br />CASTING <br />NEENAH 3501 -TS <br />(BI-DIRECTIONAL) <br />OR EQUIVALENT <br />Special Details <br />�04-01-15 <br />HU-STF <br />em01-20-17 <br />EXPANSION TRANSITION SECTION EXPANSION <br />JOINT & FILLER TRANSITION SECTION JOINT & FILLER <br />GUTTER LINE B-612 CURB <br />B-612 CURB GUTTER LINE A <br />-- - - - --- <br />° ° <br />a, e a <br />L L_LL LL_L L ° , <br />LLL LLLL a ° <br />a a LLLLLLLL <br />4'-0" T 4'-0" <br />I I A <br />BITUMINOUS PAVING <br />CATCH BASIN STRUCTURE <br />DEPRESS CASTING 0.2' BELOW GUTTER LINE PLAN VIEW <br />CONCRETE CURB & GUTTER BEYOND <br />NEED TO USE PLASTIC RINGS (PE) <br />BOULEVARD AND EXTERNAL CHIMNEY SEAL <br />BITUMINOUS PAVING SHAPE CONCRETE MORTAR FILLET TO PROVIDE <br />ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR <br />TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO <br />DRAIN INTO INVERT. <br />B AGGREGATE BASE f7INVERT <br />C.B. STRUCTURE -PRECAST <br />CONC. 24"x36" (INSIDE) <br />INVERT OF CB STORM SEWER <br />POURED IN THE FIELD <br />4" MIN <br />4" MIN <br />PRECAST BASE B <br />SECTION A -A SECTION 13-8 <br />REVISVJestwood RECTANGULAR CATCH BASIN L 03/03/08 <br />D: <br />WITH POURED IN-PLACE INVERT <br />ST01 <br />Checked: JHB <br />Drawn: SFB <br />Record Drawing tiy/date <br />Prepared for: <br />3" COMPOST <br />POND NWL� <br />6" MNDOT GRANULAR BORROW <br />3" TOPSOIL <br />(LESS THAN 5% CLAY CONTENT) <br />FILTRATION BASIN SUBGRADE <br />�� �� �� �� �� �� <br />„ <br />12 <br />FOR GRADING <br />DRAINAGE -TYPE GEOTEXTILE FABRIC <br />(4% TO 6% OPEN SPACE) SHOULD BE <br />INSTALLED TO WRAP THE TRENCH PRIOR <br />TO ROCK AND DRAIN TILE INSTALLATION <br />12" <br />�\ 1/4" 0 HOLE (TYP.) <br />910° <br />3'-0„ <br />MNDOT 3149.2 J FINE <br />160° FILTER AGGREGATE <br />FlLTRATION MEDIA & PERFORATED DRAIN TILE <br />(BY U11UTY CONTRACTOR) <br />TILLED SAND/TOPSOIL/COMPOST <br />MIX BY LANDSCAPE CONTRACTOR <br />Elmcrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />FILTRATION <br />BASIN <br />SECTIONS <br />iaDie nil <br />Fifth <br />Addition <br />Huco. MN <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />0010423DTF04.dwg <br />Date: 07/20/17 Sheet: 10 OF 10 <br />Details <br />