PC PACKET 071422 - Laserfiche WebLink

Home

CONCRETE WASHOUT CONTAINMENT NOTES: 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. STANDARD NEENAH 7"R-1642 1. SEE DETAIL HU-SS-1 FOR STANDARD 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER FRAME WITH TYPE B SELF MANHOLE DETAIL. POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE. SEALING LID WITH TWO AND IN LOCATIONS APPROVED BY THE ENGINEER. INSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES.LID 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" CHIMNEY SEAL MANUFACTURED BY 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. INFI-SHIELD GATOR WRAP OR SHALL BE LABELED"SANITARY 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE APPROVED EQUAL SEWER" NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. TABLE 2575-3 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12'X 8'X 2'OR 10 RAPID STABILIZATION CUBIC-YARDS VOLUME. POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE CRESEAL","RESEAL"OR 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH V2 FULL. ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE APPROVED EQUAL PRECAST METHOD MATERIALS 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE:TO MPCA REQUIREMENTS, USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO ? GASKET CONNECTION SHALL BE STATE,AND FEDERAL LAWS. MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING 0-14 SDR 35 USED FOR CONNECTING PIPE TO 1 TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE(4.5 TONNE PER ha}WITH DISC ANCHORING STATE, DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE RINGS WILL NOT BE ALLOWED. 27"DIA MANHOLE TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE{3.4 TONNE PER hay. OWNER WITHIN 24 HOURS OF DISCOVERY. :,' >14 SDR 26 2 3884,STABILIZED FIBER MATRIX,PLACED AT A RATE OF 750 LBIACRE(835 kglha) 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY ALL MANHOLES WITH � MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE INSIDE DROP SECTION ,T OWNER. SHALL BE V DIA(I.D.) CORE DRILL INTO 3884,STABILIZED FIBER MATRIX,PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE(159 kg EX.MANHOLE PER 3.8 CU.METERS)OF SLURRY MIXTURE. CORRECTIVE ACTION SEED MIXTURE 22-1 i 1 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS(4.5 kg PER 3.8 CU.METERS)OF MANHOLE SECTION TO BE SLURRY MIX. THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY ASTM C-478 CLASS IIf. 3 TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS � 122.7 kg PER 3.8 Cll_METERS)OF SLURRY MIX_ THAT ARE MORE THAN 112 FULL FOR ONE INSPECTION PERIOD,ANY CONCRETE WASHOUT PILES D.I.P. TEE WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS(3.3 CU.METERS PER 3.8 CU.METERS) THROUGHOUT THE SITE,AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE 48"DIA w OF SLURRY MIX. FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK USE R-2 TYPE CONFINED L m APPLY MIXTURE AT A RATE OF 6,000 GALLONS PER ACRE(56 Cll_METERS PER ha]_ GENERATING THE WASTE,AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. O-RING GASTING JOINT FOR ¢ a ALL MANHOLE JOINTS c CATEGORY 25 EROSION CONTROL BLANKET(NATURAL NET IF REQUIRED IN PLAN FOR PERMANENT BLANKET)- CORE DRILL INTO 4 SEED MIXTURE 22-111 PLACED AT A RATE OF 2 LB PER 100 SQ.YD.(1.1 kg PER 100 CU_METERS). EXISTING MANHOLE TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 8 LB PER 100 SQ.YD.(3.6 kg PER 84 8" PRECAST HORSESHOE SAME DIAMETER A5 SO.METERS). CONCRETE 8" CONCRETE WITH MORTAR INCOMING PIPE WASHOUT AREA o JOINTS 5 RIP RAP CLASS IL INFI-SHIELD GATCR WRAP - "CRE-SEAL","RESEAL",OR o GEOTEXTILE TYPE III. APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT NON-SHRINK GROUT GASKET CONNECTION SHALL BE 16"O.C. FOR ALL MANHOLE JOINTS USED FOR CONNECTING PIPE TO 74 O0 110. CONCRETE WASHOUT SIGN DETAIL MANHOLE D.I.P. BEND •R' CORE DRILL INTO MINIMUM SIZE: FTC EX.MANHOLES 12'Lx8'Wx2'H OR A MINIMUM 7y PRECAST BOTTOM SECTION :::;ui¢:. :;;;; 6"MIN. 17 VOLUME OF 7.1 CUBIC YARDS. WITH INVERT •"r �s'SQ�r GONG�OE}T {�OS'ply MAINTENCE pSN SHONI INTEGRAL BASE FOR NEW M;? #5 AT 12"O.C.EACH WAY VARIABLE MANHOLES p GGESs ;;i Via. ��: ; �.::a.�1• MAINTENANCE= •':�."! ' :=';w•.t.. .:w•; ' ' 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& .�:.•:.• .......•. .;.: . SEDIMENT CONTROL INSPECTION REPORT. NOTES'. `' " '• '= +°'" 2_ CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 112 FULL_CONCRETE MUST BE 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL a..;•:- ;�s-� ••.;.s..-... ". +:?;.•'v+. DISPOSED OF PROPERLY. OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. '`'s:"' :.;.,•':' •''.':•;•'= y,'•; r'•�; �i ;' 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. CONTAINER SPECIFICATIONS: 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN #5 DOWLS 8"MAX.SPACING FOR 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" THE SPECIFICATION(INCIDENTAL). CONNECTION OF NEW BASE TO 2_ CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. EX.MANHOLE LOCATION 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL O QSR,OR APPROVED EQUAL. 4_ THE CONTAINER MAY HAVE ACCESS RAMPS_ 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED 5 THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS OUTSIDE OF THE STREET SECTION. OF WASHED CONCRETE. CONCRETE WASHOUT DETAIL 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. CITY OF Special Details Special Details Special Details Special Details � � RAPID STABILIZATION ate CITY OF CONCRETE WASHOUT °�e CITY OF STANDARD MANHOLE °�e CITY OF STANDARD OUTSIDE DROP Date C4-30-18 04-30-18 C4-01-15 04.01_15 IWGO METHODS 1-5 Ren d HU-EC-9 DETAIL Re 1S a HU-EC-10 FWGO (48" DIAMATER) SANITARY SEWER HU-SS-1 fWGOSECTION FOR SANITARY SEWER Re"�sed Revised H U-SS-2 EST.1906 03-12-20 EST_190fi 03-12-20 EST.1906 03-12-2020 EST.1906 03-12-202C DRAINAGE&UTILITY PROPERTY LINE, INSTALL METER BOX AND COVER NO.H-10817 OR RIGHT OF WAY TYPICAL SERVICE WHERE COVER APPROVED EQUAL OVER ALL PVC AND CAST EASEMENT MINIMUM OF 10'COVER OVER TOP OF SEWER IS '14'OR LESS OUTLET NOZZLES&THREADS:TWO 2-112'HOSE "HYDRAFINDER"(CANDYCANE)FIRE IRON CLEANOUTS 1' � OVER TOP OF PIPE AT CONNECTION AND ONE 4-112"PUMPER CONNECTION. HYDRANT LOCATOR PROPERTY LINE (NATIONAL STANDARD THREADS) FINISH GR,'sGL 4" MIN 5, WATEROUS WB-250 A5 SPECIFIED 4"OR 6"PVC SCH.40 5' BURY 8.0' RISER CAPS TO BE CHAINED CONCRETE ENCASEMENT (PENTAGON NUT ON CAPS) (TYPICAL) 45°BEND {`'•' VALVE BOX AS ELEV TO BE SET 6„ SPECIFIED BY THE ENGINEER SEE JOINT DETAIL BELOW MIN DIA. PIPE SHALL BE COMPLETELY ENTRENCHED MANDREL OD* RING O❑ 18"-24" AND SHALL HAVE GRANULAR BEDDING AND NOMINAL D3033 D3034 D3034 U3034 D3034 GRANULAR ENCASEMENT WHERE DIRECTED DIA A a (SDR26s iSDR26) ISDR36) D3033 ISDR26I (SDR3s BY THE ENGINEER Fn] 6 4.0" 4" 5.67 5.50 5.62 4.06 4.91 4.91 1I 1!2" 8 5,3" fi" 7.37 7.37 7.52 6.66 6.89 6.61 IIII11 III11 I1111III1111�1VI 11111111III111 10 6 7" 6" 9.22 9.21 9.41 8.51 8.79 8.70 1"MIN. PROPERTY LINE! p❑ 12 8,0" 8" 11.06 10.96 11.19 10.35 10.60 10.48 RIGHT OF WAY 2�a 15 10.0" 9" 13.62 --- -- 13.11 -- -- 2"MAX. 1 (AVERAGE TYPICAL SERVICE WHERE COVER OD+2 TIMES THE MINIMUM WALL THICKNESS)x(0.95) LU� �a 4"P.V.C. OVER TOP OF SEWER IS 94'DR MORE MINIMUM OF 10'COVER I ¢ 2'fi GEOTEXTILE FABRIC SCHEDULE 40 OVER TOP OF PIPE AT 5' % MnDOT 3733 TYPE 3 PROPERTY LINE RISER VARIES 4"OR 6"PVC SCH.40 112" 7'-6" 1"WASHED COARSE "45'BEND 45" STREET MIN BONNET GRAVEL OR CRUSHED ELEV TO BE SET TRIM ENDS OF ADAPTOR ROCK TO 6"ABOVE WASTE ANGLES TO FIT OPENING MIN.113 CY 4" BY THE ENGINEER MIN VARIES � CONCRETE FNCASEMEN7 PIPE SHALL BE COMPLETELY ENTRENCHED III BRACING AS V AND SHALL HAVE GRANULAR BEDDING - / (TYPICAL) REQUIRED AND GRANULAR ENCASEMENT •: a 4".:• CONCRETE "` LL • '•, r:C'' :��;_:: `st WHERE DIRECTED BY THE ENGINEER (MINIMUM 113 CY) MIN O PRECAST CONCRETE 45°BEND ¢ 1z BLOCK NOTES: p 30' P.V.C.SERVICE WYE ¢"OR fi' 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY v S WATERMAIN s~ a4a�"•� ``��'' �.yV(�y'tiry�•�{•i� BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT ••: • ' THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE MARKED OD 8"x 8"x 16" ". CONCRETE PRECAST CONCRETE BEDDING. 1,2" BASE AS SPECIFIED T DIAMETER BY T DEEP PIT •+• ENCASEMENT(TYPICAL) 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT OD WELD TOGETHERJ UNDER HYDRANT FILLED THE PROPERTY LINE OR AS SPECIFIED. WITH GRAVEL FOR ALL 3. SERVICE STUB SHALL BE PLUGGED AND MARKED INSTALLATIONS. VC WYE WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE NOTES: :. rt:r;;:r;•^{ �. GROUND AND PAINTED GREEN OR STEEL FENCE 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS •' -:'' :'' :'' :°' POST. IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. ••: CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND 2. ALL HYDRANT LEADS SHALL BE TIED WITH 14"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO NOTES: P.V.0 ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. HYDRANT.MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 1. PAID AS CLEANOUT(EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM(AND INCLUDING)THE (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE SERVICE WYE UP TO(AND INCLUDING)THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO RIGHT OF WAY,SANITARY SEWER SERVICES SHALL 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. BE EXTENDED 10'BEYOND RIGHT OF WAY. 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. NOTES: 6 THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 3 BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FINAL BITUMINOUS PAVING(SEE SPECIFICATION). 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. Special Details (� Special Details Special Details Special Details � CITY OF Me l� CITY OF ate. �. CITY OF Special �o CITY OF Special SANITARY SEWER 04-D1-15 TYPICAL SERVICE CONNECTION D4-01-15 MANDREL DETAIL 04-D1-15 TYPICAL HYDRANT 04-D1-15 IWGO SERVICE CLEANOUT Re415ed. HU-SS-3 FOR SANITARY SEWER ReY13ed HU-SSA Revised HU-SS-5 IWGO INSTALLATION Reed H1 I-W-1 - E131.1906 03-12-2020 EST.190G 03-12-2020 " E13T.1906 03-12-2020 EST.1906 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 DTL2 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M E T AM A Ham Lake, MN 55304 MY GOODVIEW ESTATES DATE: 07/06/22 COMCAST (763) 323 4268 DULY ER OfESSIONAL RFC ENGINEERING , INC ■ HUGO, MN OOPaBs STATB 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 Q�g �`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � 111,Consulting Engineer s DETAILSSHEET:C 3 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37-1 - 103 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC