PC PACKET 071422 - Laserfiche WebLink

Home

GATE VALVE ADAPTOR: 114"STEEL WITH PROTECTIVE COATING BITUMINOUS SURFACE STEEL POST EACH AREA r �� 1/4"PLYWOOD 314"RUBBER GASKET OVER FACE PAINTED BLUE IS 112 OF ;�.'<' INSTALLED BETWEEN GATE TABULATED :- OF BOLTS VARIES-DRAINAGE EASEMENT VARIES-DRAINAGE EASEMENT VALVE AND ADAPTOR TOP VIEW TOTAL AREA w ud � z VALVE BOX SETTING TO BE 8'WIDE x 4"THICK 5 PTH J } 1W'-318"BELOW PAVEMENT AND w SIDE VIEN! PLUG OR CAP STREET AT GRADE IN TURF AREAS PLUGGED CROSS E Lij w DAS REQUIRED AS REQUIRED O LID SHALL BE LABELED IN RAISED t 6" IL a LETTERS"WATER" GRASSY AREA VALVE BOX SHALL BE SET TO i n` .`.� aw Al UNDERGROUND UTILITY PIPE HAVE 6"ADJUSTMENT UP AND 2 t !: DOWN FROM FINISH GRADE A ' 2'SLACK INTRUDER VALVE BOX TYLER 6860 SERIES BEND PLUGGED GROSS PLUGGED 7 TEE 4' 4' 5'-6'DEPTH WIRE AT GROUND LEVEL 7'-6"MIN COVER CURB BOX WITH 1'-114"STANDPIPE AGGREGATE AND MnDCT 3733 TYPE TEE PLUGGED ON 6" AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN NOMINAL STYROFOAM HIGHLAND 40 BRAND (8'-6"AT FULL EXTENSION) 1"CORP STOP 7'-6"COVER TEE,WYE,PLUG OR 90°BEND, RUN 22-1l2` 11-1l4 PLASTIC FOAM OR APPROVED PIT AND ATTACHED TO TOP OF FITTING SIZE, 45"BEND FORD FB600 VALVE BOX FOOT PIECE MIN. INCHES CAP PLUGGED CROSS BEND BEND 8'WIDE x 4"THICK EQUAL TRACER WIRE A A2 UNDERGROUND UTILITY 4 1.0 1.4 1.9 1.4 1.0 - - PIPE 1"TYPE K COPPER 1"TYPE K COPPER OR POLYETHYLENE 5DR 7 OR POLYETHYLENE SDR 7 BASE ADAPTOR 6 2.1 3.0 4.3 3.0 1.6 1.0 WATERMAIN HORIZONTAL GOOSENECK ADAPTOR,INC 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 f. : CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER THAN WATERMAIN 10 5.9 8.4 11.8 8.4 4.6 26 1.2 4. Q 8"x13"x5"MANHOLE BLOCK D.I.P. WATERMAIN 8"x13"x5"MANHOLE BLOCK ;;.?; 12 8.5 12.E 17.E 12.0 6.6 3.4 17 •PsF rr 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.E 21.3 11.6 8.0 3.0 P. d TIE RODS 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 si'}mot?> y ?::i F GATE VALVE ,�.,.,.,;k,,.. 1• 20 23.5 33.3 47.E 33.3 18.1 9.4 4.7 NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH 8"03"x5"MANHOLE BLOCK 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 4" REQUIRED,CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5'IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND 1"WASHED COARSE GRAVEL OR SHALL INCLUDE STACK COUPLINGS,CONNECTIONS,ETC.. CRUSHED ROCK TO 6"ABOVE NOTES: 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES {DOTES: WASTE OPENING MIN.3 CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. A-1 OR CITY APPROVED EQUIVALENT. 1. GATE VALVES SHOULD BE USED ON W THROUGH 16"WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NOTE' 3. CORP.STOPS SHALL BE FORD BALLCORP F96004 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CITY 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 1. UNDERGROUND UTILITY PIPE CROSSING&x&x4"THICK APPROVED EQUIVALENT. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER 3, REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE.UNLESS INDICATED OTHERWISE. CENTERED OVER PIPE. 4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10'BEYOND THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 2. SEPARATE LAYERS TD MAKEUP 4"THICKNESS SHALL THE RIGHT OF WAY. 4, ALL VALVES SHALL BE TIED WITH 314"THREADED TIE RODS TO THE MAIN.MEGA LUGS MAY BE USED IN HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. 5. WHEN THERMOPLASTIC SERVICE IS INSTALLED,CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER LIEU OF TIE RODS. 5, ABOVE BEARING AREAS BASED ON TEST PRESSURES 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 200E PER SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT THEERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE WIRE CONNECTION. 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT, FOLLOWING EQUATION:BEARING AREA=(TEST PRESSURE(150)X(20001SOIL BEARING STRESS)X(TABLE VALUE). 6. SADDLES REQUIRED ON 6"DIP OR SMALLER MAINS.MUELLER H-10526 OR APPROVED EQUAL. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL.METAL SEATED GAVE VALVES ARE NOT NO SCALE ALLOWED. Special Details ' Special Details Special Details Special Details � OTY OF y� C1TY OF CITY OF � CITY OF TYPICAL WATER SERVICES ate VALVE BOX °�1e POURED CONCRETE THRUST °�'e INSULATION DETAIL ° 04-01-15 04-01-15 04-01-15 04-01-15 IWGOFOR WATERMAIN HU-W-2 INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN HU-W-4 HU-W-5 Rensetl' Rarised Rensetl- Revisetl IWGO EST.1906 03-12-20 EST.1906 03-12-20 EST.f906 03-12-20 EST.1906 03-17-2020 END VIEW PLAN VIEW 2"TYPE"K" COPPER STANDARD NEENAH 7"R-1642 FRAME WITH TYPE B SELF SEALING 27"DIA. LID WITH 2 CONCEALED PICK HOLES.LID SHALL BE 1"TYPE"K" COPPER 4"DIP INSTALL EXTERNAL LABELED"STORM SEWER" ) SEAL MANUFACTIURED NEY POLYETHYLENE(PE) BY INFI-SHEILD - ADJUSTING RINGS(MIN 4"- 1g" MAX 12'). USE THICKER BRASS SHUT-OFF VALVF a- GATOR WRAP OR ADJUSTING RINGS WHEN p APPROVED EQUAL v FEASIBLE TO MINIMIZE 4' r NUMBER OF RINGS. 4'-0" SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. EXISTING(OR FINISHED)GRADE - STANDARD OFFSET 2"CORP STOP ECCENTRIC CONE SECTION 1"CORPORATION STOP INTENTIONALLY) REDUCERS TO BE v (STEPS NOT SHOWN USED FOR 60" :'. MEDIAN &72"BARRELS PLUGGED END 1'-V N CORP STOP w 'x `Y GROUTING BETWEEN a PIPE AND MANHCLE , 8" BARREL SHALL BE WITH e ., '? NON-SHRINKING { CEMENT. WATER MAIN .=} 1"COPPER ;y 48"-72" f ;r 48%72" ix 'y VOIDS FILLED WITH CURB BOX USE R-2 TYPE h CONCRETE BRICK NOTE COG SKED ORNTS .' GROUT ING OR BLOCK ONLY. GROUT 1. RE-USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. 1"TYPE"K"COPPER FOR ALL y ' - INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. MANHOLE JOINTS I a :�• lot ;:„' FURNISH NEW GASKETS WHERE REQUIRED. ' VAR r, > DIRECTION 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER AND 1' ': OF FLOW 2"TYPE„K"COPPER .+:?; .:^: CORPORATION STOP,AS SPECIFIED.ALL OTHER WORK TO BE !r„i`.;;i- 1I2 DIA.OF PIPE :� - r:;-,'L.`# ',-`-•.y DIRECTIO PRECAST OF FLOW INCIDENTAL TO THE PROJECT. BOTTOM '• ��x::y:•�:�,::k_•;:: �;::��::: •.� ' • 3. TO BE REMOVED AFTER TESTING ANDIOR PRIOR TO FREEZE-UP. 4"GATE VALVE SECTION WITH b" RECAST BASE INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. POURED INVERT NO SCALE #5 AT 12"O.0 EACH WAY NOTES: i"CORP STOP 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16"O.C.LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4"DIP PLUG 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. 12"MAIN 4"DIP CL 52 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF THE STREET SECTION. CITY OF p CITY OF CITY OF Special Details ° Special Details 5 ecial Details 04-01-15 ' �r ! TEMPORARY AIR BLEED °�te IRRIGATION DETAIL °ace 04-01-15 STANDARD MANHOLE FOR °�te p 04 01 15 Revised: INSTALLATION DETAIL HU-W-6 , � Revisetl: HU-W-7 � STORM DRAIN HU-SD-1 Revised: EST.11406 03-12-20 EST.1906 03-12-20 EST.190s 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL3 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONALRFC ENGINEERING IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 Fax 763-862-8042 ONE �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineer s DETAILSSHEET:C 4 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 104 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC