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NOTES: DRAINAGE&UTILITY PROPERTY LINE/ STANDARD NEENAH 7"R-1642 1. SEE DETAIL HU SS-1 FOR STANDARD EASEMENT RIGHT OF WAY TYPICAL SERVICE WHERE COVER FRAME WITH TYPE B SELF MANHOLE DETAIL. SEALING LID WITH TWO MINIMUM OF 10'COVER OVER TOP OF SEWER IS 14'OR LESS INSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES.LID 1'', I OVER TOP OF PIPE AT CHIMNEY SEAL MANUFACTURED BY PROPERTY LINE SHALL BE LABELED"SANITARY INFI-SHIELD GATOR WRAP OR 4" APPROVED EQUAL SEWER" T I MIN T 5 4"OR 6"PVC SCH.40 POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE "CRE-SEAL","RESEAL"OR RISER ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE APPROVED EQUAL PRECAST CONCRETE ENCASEMENT A N D E R S 0 N USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO GASKET CONNECTION SHALL BE (TYPICAL) MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING 0-14 SDR 35 USED FOR CONNECTING PIPE TO **45°BEND RINGS WILL NOT BE ALLOWED. 27"DIA MANHOLE >14 SDR 26 •. 6" ELEV TO BE SET SEE JOINT DETAIL BELOW MIN 1 3 6 0 5 1st Avenue N . # 1 0 0 ALL MANHOLES WITH BY THE ENGINEER PIPE SHALL BE COMPLETELY ENTRENCHED . P I Y mouth MN 55441 I a e-m n.c o m INSIDE DROP SECTION i : AND SHALL HAVE GRANULAR BEDDING AND SHALL BE 5'DIA(LD.) ••.' '`. ;•• P 763.412.4000 F 763.412.4090 CORE DRILL INTO ::{' GRANULAR ENCASEMENT WHERE DIRECTED EX.MANHOLE BY THE ENGINEER Anderson Engineering of Minnesota, LLC MANHOLE SECTION TO BE ASTM C-478 CLASS 11 a •t •' PROPERTY LINE/ " D.I.P. TEE RIGHT OF WAY 48 DIA w TYPICAL SERVICE WHERE COVER 1 USER 2 TYPE CONFINED �I ¢ IPE AT j = :� OVER TOP OF SEWER IS 14'OR MORE MINIMUM OF 10'COVER O-RING GASTING JOINT FOR a '-•: OVER TOP OF P 5. 1 ALL MANHOLE JOINTS j PROPERTY LINE RISER 4"OR 6"PVC SCH.40 CORE DRILL INTO u� EXISTING MANHOLE ' �" •' $"i 'f •: •'• **45°BEND ONEKA PRAIRIE • PRECAST HORSESHOE SAME DIAMETER AS 0 8 CONCRETE WITH MORTAR ` INCOMING PIPE ELEV TO BE SET JOINTS r •'' •'' 4" BY THE ENGINEER "CRE-SEAL","RESEAL",OR INFI-SHIELD GATOR WRAP d MIN APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT NON-SHRINK GROUT ; CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED GASKET CONNECTION SHALL BE 16"O.C. `' FOR ALL MANHOLE JOINTS . •' (TYPICAL) AND SHALL HAVE GRANULAR BEDDING USED FOR CONNECTING PIPE TO + AND GRANULAR ENCASEMENT MANHOLE , D.I.P. 'P. BEND CORE DRILL INTO ;;•. MAN WHERE DIRECTED BY THE ENGINEER `��1;'' 6"MIN. •s: EX.MANHOLES -- PRECAST BOTTOM SECTION �'� • •`'.k:=:a; `` ? .� :,. WITH INVERT :f •'t -i 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY INTEGRAL BASE FOR NEW " ' BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT #5 AT 12"O.C.EACH WAY VARIABLE MANHOLES I + THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE '•� '•• ••• �•' ALLOWED FOR CONCRETE ENCASEMENT OR PIPE .:.:,; 5:.fly:.�...:14y,L, •,J/C►;•::: CONCRETE BEDDING. NOTES: '• ••RK�''�•'�:' ENCASEMENT ..;:..;•. .:;.:.:.. j"•' 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT .. +:•' '►':•:':•;.. .':;`t:�:a:;:.,`"'• :3: (TYPICAL) •�• THE PROPERTY LINE OR AS SPECIFIED. 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS (BY MA INDUSTRIAL INC.)CONFORMING TO ALL '+;:•+•:r� . 3. SERVICE STUB SHALL BE PLUGGED AND MARKED OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. ►.'4"' �;•':'��:':�•''=';'�" :'•:�:'•'�.�•J'`'J WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. '.4t;F GROUND AND PAINTED GREEN OR STEEL FENCE 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN #5 DOWLS 8"MAX.SPACING FOR POST. S O U TH W I N D HOLDINGS LLC THE SPECIFICATION(INCIDENTAL). CONNECTION OF NEW BASE TO CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. EX.MANHOLE I ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. - (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL®QSR,OR APPROVED EQUAL. RIGHT OF WAY,SANITARY SEWER SERVICES SHALL 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED BE EXTENDED 10'BEYOND RIGHT OF WAY. OUTSIDE OF THE STREET SECTION. 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. CITY OF Special Details , CITY OF Special Details CITY OF Special Details STANDARD MANHOLE Date. 04-01-15 STANDARD OUTSIDE DROP TYPICAL SERVICE CONNECTION Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR vi 1WG0 48+� DIAMATER SANITARY SEWER 04-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT Revised: HU-SS-1 SECTION FOR SANITARY SEWER Revised. HU-SS-2 FOR SANITARY SEWER Revised: HU-SS-4 SUPERVISION AND THAT I AM A DULY LICENSED Q EST.1906 03-12-2020 EST.1908 03-12-2020 F'ST. 190,; 03-12-2020 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w '�- ---�- -�- OF MINNESOTA. 0 �i PRINT NAME: ADAM THIELE, PE 0 0 j GATE VALVE ADAPTOR: SIGNATURE: cn 1/4"STEEL WITH PROTECTIVE w OUTLET NOZZLES&THREADS:TWO 2-1/2"HOSE "HYDRAFINDER"(CANDYCANE)FIRE COATING Ld CONNECTION AND ONE 4-1/2"PUMPER CONNECTION. HYDRANT LOCATOR STEEL POST DATE: 08/09/2022 LICENSE N0. 51317 (NATIONAL STANDARD THREADS) PAINTED BLUE INSTALLED BETWE NAGATE 01 VARIES-DRAINAGE EASEMENT VARIES-DRAINAGE EASEMENT' VALVE AND ADAPTOR TOP VIEW REVISION LOG WATEROUS WB-250 AS SPECIFIED w w 5' BURY 8.0' Z VALVE BOX SETTING TO BE NO. DATE DESCRIPTION OF REVISIONS CAPS TO BE CHAINED J CL 1/4"-3/8"BELOW PAVEMENT AND SIDE VIEW _�I Q (PENTAGON NUT ON CAPS) STRF T w AT GRADE IN TURF AREAS 1 8/19/22 REVISED PER CITY COMMENTS U 0 AS REQUIRED AS REQUIRED; 0 LID SHALL BE LABELED IN RAISED 2 10/31/22 REVISED PER UPDATED DELINEATION p VALVE BOX AS a _ a LETTERS"WATER" I SPECIFIED 11 3 11/18/22 REVISED PER CITY COMMENTS 18"-24" 4 11/21/22 STORM SEWER REVISIONS cU VALVE BOX SHALL BE SET TO i r \\\ HAVE 6"ADJUSTMENT UP AND - 0 �\\uI ` I I I I I�\\III\\l DOWN FROM FINISH GRADE \\ III\\ I�\�\III\\\ ,"MIN. VALVE BOX z 2"MAX. T SLACK INTRUDER = TYLER 6860 SERIES WIRE AT GROUND LEVEL 2'-6" GEOTEXTILE FABRIC 7'-6"MIN COVER PRELIMINARY PLAT w_ CURB BOX WITH V-1/4"STANDPIPE AGGREGATE AND MnDOT 3733 TYPE MnDOT 3733 TYPE 3 iY AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN Q (8'-6"AT FULL EXTENSION) 1"CORP STOP PIT AND ATTACHED TO TOP OFry T-6"COVER 08�09�2022 Q 7�_g" 1"WASHED COARSE TRACER WIRE FORD FB600 VALVE BOX FOOT PIECE J Y . w STREET ADAPTOR ROCK TO 6"ABOVE WASTE . DESIGNED: DRAWN: CHECKED BY: MIN BONNET GRAVEL OR CRUSHED AT JR AT z OPENING MIN.1/3 CY 0 1"TYPE K COPPER 1"TYPE K COPPER I VARIES1 OR POLYETHYLENE SDR 7 OR POLYETHYLENE SDR 7 :.g BASE ADAPTOR D RAW I N G TITLE WATERMAIN HORIZONTAL GOOSENECK s ADAPTOR,INC z < BRACING AS CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER 4. t�y�4:•• REQUIRED THAN WATERMAIN j %`•� �'.; �N 8"x1Wx5"MANHOLE BLOCK D.I.P. WATERMAIN x: 0 \\ PRECAST CONCRETE 8"x13"x5"MANHOLE BLOCK ?,3 Ar+ •' cn 6"D.I.P. BLOCK 7? WATERMAIN `�:• a�'i--�� '� �;�;r. �i` :,.T p DETAILS' ,1 y TIE RODS + t: O m o 8"x 8"x� GATE VALVE 16"-;7, PRECAST CONCRETE ;c.a •,•�• �i•._ ;.. k BASE AS SPECIFIED 2'DIAMETER BY T DEEP PIT NOTES: UNDER HYDRANT FILLED 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH 8"x13"x5"MANHOLE BLOCK WITH GRAVEL FOR ALL REQUIRED,CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5'IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND 1"WASHED COARSE GRAVEL OR INSTALLATIONS. 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 NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS A-1 OR CITY APPROVED EQUIVALENT. 1. GATE VALVES SHOULD BE USED ON 6"THROUGH 16"WATERMAIN. WASTE OPENING MIN.3 CY (D o IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 3. CORP.STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CITY 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 0 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO APPROVED EQUIVALENT. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER DRAWING N 0. Ld Q HYDRANT.MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 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. Q 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE THE RIGHT OF WAY. 4. ALL VALVES SHALL BE TIED WITH 3/4"THREADED TIE RODS TO THE MAIN.MEGA LUGS MAY BE USED IN 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. WHEN THERMOPLASTIC SERVICE IS INSTALLED,CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER LIEU OF TIE RODS. x 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL WIRE CONNECTION. 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. N 6. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. SADDLES REQUIRED ON 6"DIP OR SMALLER MAINS.MUELLER H-1052B OR APPROVED EQUAL. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL.METAL SEATED GAVE VALVES ARE NOT a C14 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED. NO SCALE N 0 0 0 Special Details Special Details Special Details i� CITY OF �, CITY OF i, CITY OF C12 1 / TYPICAL HYDRANT °a'� TYPICAL WATER SERVICES VALVE BOX Date: 04-01-15 04-01-15 04-01-15 o Revised: Revised: Revised:INSTALLATION HU-W-1 FOR WATERMAIN HU-W-2 INSTALLATION HU-W-3 N EST.1906 03-12-20 EST. 1906 03-12-20 EST.1906 03-12-20 PLOTTED: COMM. NO. N � o ---- 17004 z x