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a <br />4 CU. YDS. <br />L #5 SMOOTH BAR @ 4" <br />RIPRAP CLASS 3 OUTSIDE MH WALL TO <br />O.C. EACH WAY <br />FLAT BAR = 1" <br />1/4" x 1" FLAT BAR <br />PLAN <br />(ROLLED TO PROVIDE <br />o� <br />OUTER RING) <br />0 oBC�0 oBC�o o� PROVIDE 4-1/2" SS <br />1.4 <br />joda ANCHOR BOLTS <br />1.4 <br />L W/ CLIPS <br />o <br />C) .' o 0 <br />..foo <br />- <br />�ooL' <br />A A <br />A <br />PLAN <br />T DIPPED GALVANIZED <br />L #5 SMOOTH BAR @ 4" <br />GRATE IN 2 SECTIONS <br />O.C. EACH WAY <br />45° BEND <br />(PROVIDE 3-1/4" x <br />PLAN <br />3-1/4" OPENING) <br />#4 EPDXY COATED REBARS @ <br />4 <br />12" O.C. IN CENTER OF WALL. <br />1.4 <br />DRILL AND GROUT REBAR INTO <br />1.4 <br />STRUCTURE WALLS AND <br />- <br />BOTTOM TO HALF OF <br />6 <br />THICKNESS. <br />3.0 <br />3 <br />60" <br />POND 6 <br />OUTLET <br />N`,VL NWL <br />} <br />6" DIAMETER ORIFICE <br />POND <br />INLET <br />6" <br />8" <br />ELEVATION SECTION A -A <br />CITY OF <br />1UGC <br />EST. 1906 <br />POND OUTLET SKIMMER <br />STORM SEWER <br />VALVC t3UA JC I I <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 />AGGREGATE AND 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.Y. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIN <br />TIE R <br />8"x13"x5'iv-mi -- <br />Special Details <br />Date: <br />04-01-15 <br />Revised: HU -STM- I OA <br />01-20-17 <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 <br />11, SIDE VIEW .I <br />BONNET ADAPTOR <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. <br />NO SCALE <br />CITY OF <br />[UGC <br />� EST. 1906 <br />VALVE BOX <br />INSTALLATION <br />Special Details <br />Date: <br />04-01-15 <br />Revised HU -W-3 <br />01-20-17 <br />6" DISTANCE TO CL VARIABLE <br />1/2" R 3" R <br />° 1 <br /><d �3 1/2" R <br />SLOPE 3/4"/FT. <br />d. ° <br />a d <br />d d <br /><8" 18"� <br />6" DISTANCE TO CL VARIABLE <br />1/2" R --\ 3" R <br />1 � d° �3 <br />d SLOPE 3/4"/FT. <br />m e <br />A a <br />d <br />I---- 8" 24„ <br />28" R <br />12" R 16" <br />68" R7. <br />N <br />as <br />O N <br />4 n <br />a a 7,. <br />cfl °4 <br />d ° <br />d BASE <br />1 17 1/2" 10 1/2" <br />28" <br />6" DISTANCE TO CL VARIABLE <br />1/2" R 3" R <br />101JAZ3 <br />Mn/DOT B 618 <br />Mn/DOT B 624 <br />TOP OF BITUMINOUS MAT <br />MODIFIED'S' DESIGN <br />m V3 <br />SLOPE 3/4"/FT. <br />1/2" R Mn/DOT B 612 <br />d T1 1 <br />12" �I <br />NOTES: <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL <br />CURB AND GUTTER <br />CITY OF <br />CONCRETE <br />1UG0 CURB & GUTTER <br />�Iii EST. 1906 <br />EACH AREA <br />IS 1/2 OF <br />TABULATED <br />TOTAL AREA <br />/.\ <br />\\ <br />i <br />i\ \� <br />BEND <br />PLUGGED CROSS <br />PLUGGED CROSS <br />Special Details <br />Date: <br />04-01-15 <br />Revised: H U - STR - 2 B <br />01-20-17 <br />OVER FACE <br />OF BOLTS <br />PLUG OR CAP <br />WYE <br />\ Al <br />t •. � <br />PLUGGED TEE <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 />45° BEND <br />22-1/2° <br />BEND <br />11-1/4° <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1.4 <br />1.9 <br />1.4 <br />1.0 <br />- <br />OPENING MIN. 1/3 CY <br />6 <br />2.1 <br />3.0 <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.8 <br />8.4 <br />4.6 <br />2.6 <br />1.2 <br />12 <br />8.5 <br />12.0 <br />17.0 <br />12.0 <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 <br />16.3 <br />8.9 <br />4.6 <br />2.3 <br />16 <br />15.0 <br />21.3 <br />30.0 <br />21.3 <br />11.6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27.0 <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />3.8 <br />20 <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />24 <br />34.0 <br />48.0 <br />68.0 <br />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 />t�� <br />Revised: CITY OF Special Details <br />POURED CONCRETE THRUST Data: <br />t� 04-01-15 <br />BLOCKING FOR WATERMAIN <br />EST. 1906 01-20-17 HU -W-4 <br />�'NOTES: <br />1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE 1 <br />CITY ENGINEER <br />2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED, 2" OF WHICH WILL BE WEARING COURSE <br />MATERIAL. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY <br />ENGINEER. <br />3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE <br />BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH <br />POINT. <br />4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING <br />THICKNESS. <br />5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE IST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT <br />HEATER TO SEAL THE EDGES. <br />6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%%% MUST OBTAIN CITY ENGINEER APPROVAL. <br />7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. <br />8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY <br />ENGINEER. <br />9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL <br />AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2%%% CROSS SLOPE <br />ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. <br />10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. <br />BITUMINOUS <br />DRIVEWAY CURB RADIUS 25' <br />AREA BACK OF CURB <br />TYPICAL <br />FELT EXPANSION FELT EXPANSION <br />PAD <br />PAD <br />MAINTAIN GUTTER WITH 3/4" <br />LIP ALONG WIDTH OF <br />DRIVEWAY OPENING. <br />24" MIN <br />SAW CUT EXISTING BITUMINOUS <br />18" MIN. MILLED AREA <br />RADIANT HEAT PATCH AREA ON ALL <br />PATCHES PLACED PRIOR TO JUNE IST OR <br />AFTER SEPTEMBER 30TH <br />CONCRETE <br />CURB & GUTTER Y SLOPE VARIES <br />CROSS SLOPE WHEN SIDEWALK /TRAIL DRIVEWAY <br />CROSSES DRIVEWAY Y4" PER FOOT <br />2' MIN. 3/4" LIP <br />o- <br />° BITUMINOUS 3" <br />o . c THICKNESS TYPICAL <br />CLASS 5100% CRUSHED <br />6" THICKNESS TYPICAL <br />STREET PATCH 2' BY LENGTH OF CURBING <br />REMOVED AND REPLACED (MATCH <br />EXISTING THICKNESS) <br />CITY OF <br />1UGC <br />EST. 1906 <br />Special Details <br />COMMERCIAL/MULTI FAMILY Date <br />04-01-15 <br />BITUMINOUS DRIVEWAY DETAIL Revised: HU-STR-8A <br />01-20-17 <br />OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE "HYDRAFINDER" (CANDYCANE) <br />CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. FIRE HYDRANT LOCATOR <br />(NATIONAL STANDARD THREADS) <br />WATEROUS WB -67 AS SPECIFIED <br />5' BURY 8.0' <br />CAPS TO BE CHAINED <br />(PENTAGON NUT ON CAPS) <br />VALVE BOX <br />AS SPECIFIED <br />STREET <br />VARIES <br />I <br />7'-6" <br />MINr BONNET <br />I I ADAPTOR <br />WATERMAIN 1 <br />8"x8"x16" <br />PRECAST CONCRETE <br />6" D.I.P <br />18"-24" <br />III I I�\\\III\\ <br />_ 1" MIN. <br />2" MAX. <br />BASE AS SPECIFIED 2' DIAMETER BY 3' 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 AWWA 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 />Special Details <br />�CITY OF <br />TYPICAL HYDRANT Date <br />04-01-15 <br />FWGO <br />INSTALLATION <br />Revised: HU -W-1 <br />_ EST. 1906 01-20-17 <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 7 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. I DATE REVISIONS I DRAFTED BY I DESIGN BY tCHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <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 />\\ <br />PRECAST CONCRETE <br />BLOCK <br />BASE AS SPECIFIED 2' DIAMETER BY 3' 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 AWWA 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 />Special Details <br />�CITY OF <br />TYPICAL HYDRANT Date <br />04-01-15 <br />FWGO <br />INSTALLATION <br />Revised: HU -W-1 <br />_ EST. 1906 01-20-17 <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 7 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. I DATE REVISIONS I DRAFTED BY I DESIGN BY tCHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <br />