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1=III_ P E R K I N
<br /> w -1 1=1 - -I -I -I 1=1 1 1=1 1 1=1 1 1=1 1=1-1-I 1=1 -I I: -1 1= -1 1=- UTILITY NOTES: W
<br /> 1-1 i 1-1 i 1-i- - - - - -i I- -i 1-I 1 I I I I I I I I I
<br /> 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL I L L
<br /> =11 Q III= CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED
<br /> // \// IIIII IIIII FOR UNCOORDINATED WORK.
<br /> j
<br /> / 0 0 IIII I IIII 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE TOP OF PIPE 84 10th St.South
<br /> COMPACTED BACKFILL / ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM THE CONNECTION OF THE Suite 200/ MIN 12" - - - - - - _ - - - IIIII SERVICE AT THE BUILDING TO THE POINT WHICH THE SERVICE ATTAINS 5 FEET OF COVER.
<br /> Minneapolis,MN 55403
<br /> / \ _ _ WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO
<br /> ---�------ - - - - - = t 612.851.5000
<br /> IIIII IF f 612001
<br /> INSTALLATION OF INSULATION
<br /> / Do / II III IIIII O F 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE www.perkinswill.com
<br /> REMOVED. CONSULTANTS
<br /> SPRINGLINE I
<br /> III . ICI IIII IIIII
<br /> DENOTES MEGALUG II-_ 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5
<br /> IIF =1I FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT AND
<br /> / III III IF
<br /> -1 II= CITY OF ARDEN HILLS AND RAMSEY COUNTY STANDARDS. clvwsTRucTUIeA�
<br /> PIPE EMBEDMENT / Di HAUNCH II IIII IIII 5. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE.
<br /> TEES: IIII IIL�1111��MLI
<br /> 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF '
<br /> PIPE BEDDING I WATER MAIN. BKBM
<br /> MIN. 7 JOINT RESTRAINTS ON ALL BEND VALVE TEE PLUGS AND HYDRANT LEADSII III ENVI H U L KIN N ALL WA MAIN I A N HILL VI G/NEERS
<br /> _ MECHANICAL S, S, S,FOUNDATION II II - _ =III=III= =1. 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE.
<br /> �o �o �o �o �o (AS NEEDED) ��I • I 9. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS NOTED
<br /> 0 0 0 0 0 0 0 0 0 0 0
<br /> BEDDING MIN 4" \)0000000���� X-C
<br /> / III III OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE SHALL BE CLASS 5930 Brooklyn Boulevard
<br /> 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3 UNLESS NOTED OTHERWISE. Minneapolis MN 55429-2518
<br /> ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES 763 843-0420 Fax: 763 843-0421
<br /> IS TO BE PVC, SCHEDULE 40.
<br /> -III-III-I -I 1- 1-I 1-1 Is1-111-111-1 1-I I- 1-I www.bkbm.com
<br /> NOTES: %1T1=I I-ITI-ITI-ITI-FI WI F,1=1T1=1T1-ITI-111-IT1=1I11=1111: 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM FLARED END
<br /> 1. THE MINIMUM TRENCH WIDTH "W" SHALL BE W=Do+16" OR 1.25*Do+12 WHICHEVER IS O O `O z SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS, AS
<br /> GREATER. HYDRANT LEADS: WORD "WATER" ON COVER � DETAILED.
<br /> 2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND MICHAUD COOLEY
<br /> SPECIFICATIONS FOR DETAILS. ---„-----= - _ _ ;- TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. ERICKSON
<br /> 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR I'-"'-"' 1- \/j\\/j\\/j\\ \\//\\//\\//\\//� 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
<br /> SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS" FOR DETAILS. OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE. 333 SOUTH SEVENTH STREET,SUITE 1200
<br /> MINNEAPOLIS,MN 55402
<br /> _ 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS TIGHT OR
<br /> -I O z \�//\\/�\\/\ WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED RESILIENT RUBBER www.michaudcooley.com
<br /> III III _ �/ o JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES, CATCH P:612.339.4941
<br /> 7 TYPICAL PIPE BEDDING FOR PVC AND H D P E -III- THREE-PIECE SCREW-TYPE \ Q BASINS, AND OTHER STRUCTURES. GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE.
<br /> NOT TO SCALE ill Ili VALVE BOX (SEE CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF
<br /> CO3-00 Ili SPECIFICATIONS) w w COMPACTED EXISTING LINES CONSTRUCTED WITH SUCH JOINTS.
<br /> CROSSES: II' in N BACKFILL UNDISTURBED
<br /> I1 Q SOIL
<br /> ill e
<br /> I > Q
<br /> SEE PLAN AND SPECIFICATIONS
<br /> iLI_I_I-III-111=III=III=1 I I Jj I=11 =111=III-11 I'='�L FOR SIZE AND TYPE OF GATE
<br /> w \/ 1 CU. YD. WASHED
<br /> POLISHED BRASS POTTER -
<br /> ROEMER, FDC MODEL NO. VALVE AND BOX.
<br /> w \\' GRAVEL OR
<br /> 5845 4"x2 OR BENDS: /�� CRUSHED ROCK.
<br /> APPROVED EQUAL COVER WITH
<br /> TIE TO TEE POLYETHYLENE
<br /> _ NOTES: W/ MIN. OF
<br /> TWO 3/4" 1 CU. YD.
<br /> -"-IiI=IT1=III=III=ITI=III-111-111=1I11=III=1I1 1. MEGALUGS TO BE USED AT ALL DIA. RODS CONC.
<br /> MECHANICAL JOINTS. BLOCKING.
<br /> 2. PLACE CONCRETE BLOCK UNDER ALL
<br /> SLEEVES: GATE VALVES AND HYDRANTS.
<br /> 3. THRUST BLOCKING AT ALL TEES, BENDS
<br /> AND AT HYDRANTS. 8" SEGMENT \_8" SEGMENT
<br /> CONCRETE BLOCK CONCRETE
<br /> IDENTIFICATION 4"x9" COMPANION BLOCK.
<br /> 18-1/2" NAME PLATE F FLANGE PU D
<br /> 4GSCHEDULE 40 D 3'x3% 4" THICK APPLICATION
<br /> GALVANIZED PIPE CONCRETE PAD 5 TYPICAL MEGALUG LOCATION 3 TYPICAL HYDRANT WITH GATE VALVE AND BOX
<br /> C CO3-00 NOT TO SCALE CO3-00 NOT TO SCALE MAY 02, 2016
<br /> SET RINGS IN FULLY MORTARED
<br /> 3/8" BED. PLASTER EXTERIOR WITH
<br /> _ DETAIL SEE UTILITY PLAN FOR NEENAH 1/2" MORTAR, DO NOT PLASTER
<br /> -IIIIII-III -IIIIIIIIIIIIIIIIIIIIIIIII CASTING INFORMATION. INTERIOR.
<br /> 11111111111 WATERTIGHT CONNECTIONS
<br /> =IIIIII=III= =IIIIIIIIIIIIIIIIIIIII11
<br /> 11 111 11 _I 11 111 111 111 111 111 111
<br /> 4" DUCTILE -IIIIII-III -IIIIIIIIIIIIIII-IIII
<br /> IRON SPIGOT FxPE _ =III IIIIIIIIIIIIIII INTEGRALLY CAST
<br /> =1 = 1= =1 =1 =1 =1 =1 =1 BUTTRESS TO BE SLEEVE SEAL MINIMUM OF 2, MAXIMUM OF 4 NOT FOR
<br /> = = = = = = = = POURED AGAINST FIRM (LOCK JOINT OR EQUAL) CONCRETE ADJUSTMENT RINGS 27
<br /> =IIIIII=III= =IIIIIIIIIIII11I UNDISTURBED EARTH. ° CONSTRUCTION
<br /> \ See �
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<br /> =1 =1 =1 1= =1 =1 =1 =1 COMPACTED BACKFILL II 12" WIDE POLYPROPYLENE O.C.
<br /> �UIII111111111111112921M )
<br /> -IIIIII= 1- _ _ A (ASTM 2146 ENCASED
<br /> �, MANHOLE STEPS CONFORMING LAND 0 LAKES
<br /> A TO ASTM C-487.
<br /> / " ••:��• � " HEADQUARTERS
<br /> �\ STEEEXTEL AL TAKESTAINLESS
<br /> CLAMPS °
<br /> 4" MECHANICAL JOINT 90 W/ i CONSOLIDATION
<br /> MEGALUG RESTRAINTS o ECCENTRIC CONE
<br /> WITH PRECAST
<br /> 1 RISER SECTIONS
<br /> Do/6 MIN Do CORED SLEEVE SEAL AS REQ. a
<br /> AUTOMATIC BALL DRIP DRAIN �\ (KOR-N-SEAL OR EQUAL)
<br /> VALVE LOCATED AT LOWEST PLAN - 22 1 /2° BEND
<br /> POINT IN PIPING GRAVEL DRAIN FIELD TO BE HAUNCH BUTTRESS AI ST °
<br /> SIZED TO ADEQUATELY SPRINGLINE �' � � � POURED AGAINST FIRM
<br /> ACCOMMODATE DRAINAGE \ LOWER SIDE UNDISTURBED EARTH` - BRACE
<br /> RA UNDISTURBED PL EARTHAGAINST
<br /> c,� Ili.. INTERNAL EXPANDING m
<br /> Di �o<<c, P LOCKING BAND
<br /> (NON- MAGNETIC 4s" DIA.
<br /> STAINLESS STEEL)
<br /> 8 FIRE DEPARTMENT CONNECTION
<br /> CO3-00 NOT TO SCALE cR III.
<br /> �' �F SEE DETAIL OF REQUIRED PRECAST INVERT
<br /> \ \ \ \ /\ INTEGRALLY CAST GASKET WATERTIGHT CONNECTIONS
<br /> mz ' (A-LOCK OR EQUAL)
<br /> //%�/,O /
<br /> Do/3 6" MIN.
<br /> BEDDING Do/24 MIN 3" MIDDLE BEDDING LOOSELY P -
<br /> EXCEPT TYPE 4 PLACED UNCOMPACTED \V
<br /> OUTER BEDDING MATERIALS AND BEDDING EXCEPT TYPE 4 III V
<br /> COMPACTION EACH SIDE SAME
<br /> 0 0.
<br /> REQUIREMENTS AS HAUNCH a � ° � � ° LAND O'LAKES
<br /> STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR PLAN - 90` BEND PLUGGED CROSS a 2°MINA
<br /> COMPACTION REQUIREMENTS PIPE SHALL REST ON 4001 Lexington Ave N.
<br /> HAUNCH AND OUTER BUTTRESS TO BE UNDISTURBED EARTH AND Arden Hills, MN 55126
<br /> INSTALLATION TYPE LOWER SIDE POURED AGAINST FIRM NOT BEAR DIRECTLY ON
<br /> BEDDING CONCRETE SHALL BE
<br /> 90% CATEGORY I IN CONTACT WITH THIS ��/ UNDISTURBED EARTH. MANHOLE PRECAST INTEGRAL KEYPLAN
<br /> TYPE 1 95% CATEGORY I 95% CATEGORY II QUADRANT OF PIPE. \ 10` - SEE BASE AND BOTTOM
<br /> NOTE 3 BARREL SECTION
<br /> 100% CATEGORY III X -I
<br /> 85% CATEGORY I LDS /� 1_ NOTES:
<br /> 90% CATEGORY 1 C' - A
<br /> TYPE 2 95% CATEGORY II 90% CATEGORY II / C,'CZ C3 /\\ - PRECAST RISER SECTIONS TO MEET ASTM
<br /> 95% CATEGORY III I ••/�� C� . . N C-478
<br /> 85% CATEGORY 1 85% CATEGORY 1 \ 90' /� JOINTS BETWEEN PRECAST SECTIONS
<br /> TYPE 3 90% CATEGORY II 90% CATEGORY II BEDDING / /� A �; ��.� : . SHALL USE 0-RING RUBBER GASKET
<br /> 95% CATEGORY III 95% CATEGORY III \
<br /> MATERIAL
<br /> NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, CONFORMING TO ASTM C-443
<br /> TYPE 4 EXCEPT IF CATEGORY III EXCEPT IF CATEGORY III APPROX. 1:1 SLOPE I- WATERTIGHT PIPE CONNECTIONS SHALL
<br /> USE 85% CATEGORY III USE 85% CATEGORY III WERE DEPTH BELOW MEET ASTM C-923 & C-443 AND ALLOW
<br /> PIPE EXCEEDS 6" FOR 10' DEFLECTION IN ANY DIRECTION.
<br /> EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS SECTION A-A PLAN - 45° BEND
<br /> SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MN/DOT SPECIFICATION 1 SANITARY SEWER MANHOLE ISSUE CHART
<br /> CATEGORY I CLEAN COURSE GRAINED SOILS: SW, SID, GW, GP, OR ANY COARSE FILTER AGGREGATE CO3-00 NOT TO SCALE
<br /> NOTES: MARK ISSUE DATE
<br /> SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% MN/DOT 3149.2H 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I.
<br /> OR LESS PASSING A #200 SIEVE AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT.
<br /> CATEGORY II COURSE GRAINED SOILS WITH FINES: GM, GC, SM, SC, OR AGGREGATE BEDDING 2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0
<br /> ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN DOT 3149.2G EQUAL TO OR LARGER THAN 4 B
<br /> / 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT
<br /> CONTAINING MORE THAN 12% PASSING A #200 SIEVE INTERFERING WITH M.J. BOLTS.
<br /> CATEGORY III FINE GRAINED SOILS: CL, ML, (OR CL-ML, CL.ML, ML/CL) NOT APPLICABLE 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST WORD
<br /> WITH LESS THAN 30% RETAINED ON A #200 SIEVE. FIRM UNDISTURBED EARTH. "WATER" ON
<br /> COVER DESIGN
<br /> BUTTRESS DIMENSIONS \�\�\�\
<br /> 1. COMPACTION AND SOIL SYMBOLS-I.E. "95% CATEGORY I" REFERS TO CATEGORY I SOIL PIPE 22 1& Bend 45° Bend 90' Bend �j// \i GRADE I hereby certify that this plan, specification
<br /> MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. \ or report was prepared by me or under
<br /> 2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME SIZE B1 D1 B2 D2 B3 D3 COMPACTED 'i\\/\\
<br /> COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" BACK FILL / my direct supervision and that I am a duly
<br /> 3. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" \, Q Licensed Professional Engineer under the
<br /> ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" THREE-PIECE SCREW-TYPE laws of the state of Minnesota.
<br /> 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF VALVE BOX SEE 16" 3'-0$$ 2'-0" 3'-1 D" 3'-0" 6'-2" 3'-6" ( c�
<br /> EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION w
<br /> 20" 3'-6" 2'-8" 5'-6" 3'-4" 8'-4" 4'-0" SPECIFICATIONS)
<br /> AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. mQ N
<br /> 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. 24" 4'-0" 3 -0 6'-10" 3'-10" 9'-8" 5'-0" : o
<br /> 6. REFER TO ASTM C1479-07 FOR DETAILS.
<br /> 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. > Q KEVIN A.BOHL
<br /> z Date 05-02-2016 Lic.No. 52209
<br /> a
<br /> ii Job Number 15401
<br /> r6 ,**'
<br /> TYPICAL PIPE BEDDING FOR RCP AND DIP 4 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS SEE PLAN AND SPECIFICATIONS Drawn WH-NA
<br /> CO3-00 NOT TO SCALE CO3-00 NOT TO SCALE VALVE AND BOX.ZE AND Checked
<br /> OF GATE
<br /> Checked TJC
<br /> Approved KAB
<br /> 8" SEGMENT UTILITY NOTES AND
<br /> CONCRETE BLOCK DETAILS
<br /> 2 GATE VALVE AND BOX INSTALLATION
<br /> CO3-00 NOT TO SCALE
<br /> CO3=00
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